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13 values
9.1 Slenderness Ratio for Columns.
{ "m": "Describing the characteristics of the participants", "s": "527.51" }
[ 0.9393911957740784, 1.3498886823654175, -3.6934516429901123, -0.9401283264160156, 0.8764297962188721, -0.863952100276947, 1.222601056098938, 0.18090742826461792, -0.29358747601509094, 0.15606439113616943, -0.02995580993592739, 0.04724783077836037, 0.8783168196678162, 0.1098412573337555, ...
[ 1.41892671585083, 1.329396367073059, -2.6687567234039307, -0.028968434780836105, 0.8788370490074158, -0.6733944416046143, 0.9097173810005188, 0.1690242886543274, -0.9181825518608093, -0.45251524448394775, -0.17572706937789917, 0.9796767830848694, 0.4063343107700348, 0.1288847178220749, -...
W1480533208
Method
9.2 Compression Capacity of Simple Solid Columns.
{ "m": "Describing the characteristics of the participants", "s": "471.36" }
[ 0.9578760266304016, 1.741148829460144, -3.470918655395508, -0.9045705795288086, 0.6840444207191467, -1.2033367156982422, 0.5956171154975891, -0.5458660125732422, -1.4811010360717773, -0.6445600390434265, -0.591778039932251, -0.22172921895980835, 0.5123850703239441, -0.9227902889251709, 0...
[ 0.7180218696594238, 0.7792913317680359, -2.499472141265869, -0.6167009472846985, 1.025644302368164, -0.15415841341018677, -0.27244803309440613, -1.5466943979263306, -1.2128316164016724, -1.0336846113204956, -0.5165411829948425, 1.2414913177490234, -0.44701090455055237, -1.1486567258834839,...
W1480533208
Method
9.3 Column Load Capacity, LRFD.
{ "m": "Describing the characteristics of the participants", "s": "503.65" }
[ 0.9667279720306396, 1.1495094299316406, -3.5950803756713867, -1.7133915424346924, 0.501392126083374, -0.9762886762619019, 0.054358504712581635, -1.2065434455871582, -1.0382088422775269, -0.5317608118057251, -0.10385020822286606, 0.23883724212646484, 0.6032847762107849, -0.8103840947151184,...
[ 1.3186646699905396, 0.8982956409454346, -2.6408843994140625, -1.2339565753936768, 1.0917562246322632, -0.3161934018135071, -0.8357816338539124, -1.0794235467910767, -1.4832355976104736, -0.5876603722572327, 0.08010583370923996, 1.3591933250427246, 0.5014259219169617, -0.9518140554428101, ...
W1480533208
Method
9.4 Round Columns.
{ "m": "Describing the characteristics of the participants", "s": "445.54" }
[ -0.46145349740982056, 0.818930983543396, -3.410367250442505, -1.3986434936523438, 0.7333303093910217, -0.9149230718612671, 0.9170677661895752, -1.704674243927002, 0.13104908168315887, -0.5380479097366333, -0.26031485199928284, -0.33570596575737, 0.7568845152854919, -0.21657823026180267, ...
[ -0.5525742769241333, 0.32885128259658813, -1.4788954257965088, -1.0804667472839355, 0.08169899135828018, -0.1457405388355255, 0.11486756056547165, -2.1575231552124023, -0.7112864255905151, -1.3778373003005981, -0.48777323961257935, 0.2975957691669464, 0.5595560073852539, -0.505906045436859...
W1480533208
Method
9.5 Stud Wall Construction.
{ "m": "Describing the process: typical verbs in the passive form", "s": "534.66" }
[ 1.2948683500289917, 2.352246046066284, -3.735032796859741, -0.9778883457183838, -0.438301682472229, -0.9269630908966064, 2.924981117248535, -0.20272678136825562, -0.34297096729278564, -0.6785314083099365, -1.4383323192596436, -0.47388145327568054, -0.34537234902381897, 0.3678896129131317, ...
[ 1.6757358312606812, -0.46806758642196655, -3.0185813903808594, -0.6564255356788635, 0.6812719106674194, -1.8228803873062134, 1.8290969133377075, -1.156807780265808, -0.9481256008148193, -0.8473690748214722, -0.5937960147857666, 0.17647022008895874, -0.06402039527893066, 0.4192417562007904,...
W1480533208
Method
9.6 Spaced Columns.
{ "m": "Describing the characteristics of the participants", "s": "414.38" }
[ 0.023107625544071198, 1.6312867403030396, -3.6321072578430176, -1.7519924640655518, 0.42574435472488403, -1.175147533416748, 0.9875040054321289, -1.1259692907333374, 0.6388984322547913, -0.9040486216545105, -0.19994662702083588, 0.15222403407096863, 0.504037082195282, -0.6813132762908936, ...
[ -0.01957361400127411, 0.9826695919036865, -1.5971474647521973, -1.7092509269714355, 0.07900789380073547, -0.37830138206481934, 0.3289452791213989, -1.6229569911956787, -1.0810811519622803, -1.746492862701416, -0.2845422923564911, 0.8555883169174194, 0.15198124945163727, -0.7070654034614563...
W1480533208
Method
9.7 Builtup Columns.
{ "m": "Describing the characteristics of the participants", "s": "475.11" }
[ 0.0003392365179024637, 1.5429850816726685, -3.543205738067627, -1.4307522773742676, 1.3151373863220215, -1.0402672290802002, 0.6766787767410278, -0.6357215642929077, -0.14786113798618317, -0.6926723718643188, -0.7179526090621948, -0.08637014031410217, 0.40781766176223755, -0.49784311652183...
[ 0.10408882796764374, 0.854695200920105, -2.054119110107422, -1.149971604347229, 1.2335724830627441, -0.5505243539810181, -0.36138805747032166, -1.8415273427963257, -0.92513108253479, -0.9083408713340759, -0.7293239831924438, 0.9682674407958984, -0.020219363272190094, -0.39614224433898926, ...
W1480533208
Method
9.8 Columns with Bending.
{ "m": "Describing the characteristics of the participants", "s": "391.48" }
[ 0.8272922039031982, 0.9466516971588135, -3.60648512840271, -1.365257978439331, 1.3240151405334473, -0.9843479990959167, 0.5730918049812317, -0.7996850609779358, 0.9833409190177917, -0.49748694896698, -0.566295862197876, 0.10348331183195114, 0.3916698694229126, -0.056696176528930664, 0.91...
[ 1.2526650428771973, 0.9101969599723816, -2.624199151992798, -1.150670051574707, 1.687477469444275, -0.9822737574577332, -0.4729689955711365, -1.3656724691390991, -0.42365220189094543, -0.8217541575431824, -0.5131755471229553, 1.4055695533752441, 0.29795047640800476, 0.424591988325119, -0...
W1480533208
Method
10.
{ "m": "Highlighting significant data in a table or chart", "s": "661.06" }
[ 0.44048643112182617, 0.7714898586273193, -3.789297103881836, -0.9672951698303223, 1.5305829048156738, -0.19870387017726898, 1.1426490545272827, 0.8841125965118408, -0.20472197234630585, -0.6343812942504883, -1.0795056819915771, -0.16416317224502563, 0.8137055039405823, 0.6416418552398682, ...
[ 0.35861700773239136, 0.85871821641922, -2.1596944332122803, -0.6843831539154053, 0.20940494537353516, 0.7721972465515137, 0.22870919108390808, 0.8569530248641968, -1.5074658393859863, -0.25065141916275024, -1.3912672996520996, 0.7629945278167725, 0.1767960488796234, 0.24530361592769623, ...
W1480533208
Result
Connections for Wood Structures.
{ "m": "Describing the process: expressing purpose with for", "s": "517.08" }
[ 0.20959652960300446, 0.4297815263271332, -3.761404514312744, -1.141419768333435, -0.10867991298437119, -1.0106571912765503, -0.7038030624389648, 0.05695183947682381, -0.8294196128845215, -0.8089049458503723, -0.5140554308891296, -0.6665219664573669, -0.5468334555625916, -0.0201451089233160...
[ 0.522418737411499, -0.33465978503227234, -2.2972209453582764, -0.3677505850791931, 1.7543487548828125, -1.0059471130371094, -1.291925311088562, -1.1038562059402466, -0.4216383397579193, -0.4705663323402405, -0.6595372557640076, 0.23313581943511963, -0.676387369632721, 0.05079292505979538, ...
W1480533208
Method
10.1 Bolted Joints.
{ "m": "Describing the characteristics of the participants", "s": "582.18" }
[ 0.5471779108047485, 0.24641145765781403, -3.4115066528320312, -0.8294137120246887, 0.3678264617919922, -1.410153865814209, 1.0198246240615845, 1.3928883075714111, -0.5344835519790649, -0.6762800216674805, -0.5248597264289856, 0.19297844171524048, -1.64332115650177, -0.7094754576683044, 0...
[ 0.7982544898986816, -0.9962425231933594, -2.681735038757324, -0.8178156018257141, 0.39778605103492737, -1.4308252334594727, -0.5063374638557434, 0.364472359418869, -1.2149317264556885, -0.700740396976471, -0.606350839138031, 1.5562560558319092, -1.3740341663360596, -0.2719470262527466, -...
W1480533208
Method
10.2 Nailed Joints.
{ "m": "Describing the characteristics of the participants", "s": "574.14" }
[ 0.9299838542938232, 0.5699299573898315, -3.846287488937378, -0.662566065788269, -0.13341815769672394, -1.0506819486618042, 0.5735282897949219, 1.067993402481079, -0.22482672333717346, -0.5316991806030273, -0.2055748999118805, 0.23812291026115417, -1.0561319589614868, -0.6162287592887878, ...
[ 1.2853590250015259, 0.2673698663711548, -3.1132278442382812, -0.8376729488372803, 0.6671432256698608, -0.5831838846206665, -0.6553994417190552, 0.1343952715396881, -0.4629560112953186, -0.904613196849823, -0.17871356010437012, 1.1679317951202393, -0.47170722484588623, -0.8917571306228638, ...
W1480533208
Method
10.3 Screws.
{ "m": "Restating a result or one of several results", "s": "597.75" }
[ 0.7549997568130493, 0.36223292350769043, -3.1521458625793457, -1.4810696840286255, 1.370112657546997, -0.39075225591659546, 0.7949402332305908, 0.11353444308042526, -0.24485911428928375, -0.23117904365062714, -0.581614077091217, -0.47879084944725037, -0.6164248585700989, 0.2148187160491943...
[ 1.86179780960083, -1.1430096626281738, -2.4906930923461914, -1.7803598642349243, 1.211075782775879, -0.33744949102401733, 0.19022561609745026, -1.2077772617340088, -1.3392937183380127, -0.32639944553375244, -0.7088298797607422, 0.45739638805389404, -0.563490629196167, -0.3128424286842346, ...
W1480533208
Result
10.4 MechanicallyDriven Fasteners.
{ "m": "Describing the characteristics of the participants", "s": "491.52" }
[ 0.8273822665214539, -0.22502143681049347, -3.371769666671753, -0.944258987903595, 0.7670801281929016, -1.4371706247329712, 0.5230568051338196, -0.2497388869524002, -0.9480940699577332, -0.6769234538078308, -0.2572902739048004, -0.4803471565246582, -0.6164938807487488, -0.5064733624458313, ...
[ 0.7355820536613464, -0.29194900393486023, -2.217877149581909, -0.9690423011779785, 1.1562225818634033, -0.5646542906761169, 0.03462892770767212, -1.8061453104019165, -1.4790105819702148, -0.34125229716300964, -0.6848659515380859, 0.5260661244392395, -0.7091882824897766, -0.1656377613544464...
W1480533208
Method
10.5 Shear Developers.
{ "m": "Describing the characteristics of the participants", "s": "507.2" }
[ 1.4233558177947998, 0.08996947109699249, -3.5684852600097656, -1.4014015197753906, 1.2643747329711914, -0.7484323382377625, 1.4919304847717285, -0.7381010055541992, -0.2530922293663025, -0.18922987580299377, -0.40655234456062317, -0.3583527207374573, 0.7277772426605225, -0.2730618119239807...
[ 0.07062213122844696, -0.23584599792957306, -3.923304557800293, -0.04087923467159271, 0.8022730350494385, -1.151397466659546, 0.5759648680686951, -1.8291188478469849, -1.8082656860351562, -0.06815551966428757, -0.03658362850546837, 0.4280480444431305, 0.0483241081237793, 0.18473881483078003...
W1480533208
Method
10.6 SplitRing Connectors.
{ "m": "Describing the characteristics of the participants", "s": "635.83" }
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[ -0.046364329755306244, -1.0482536554336548, -2.37326717376709, -0.9062167406082153, 1.400591254234314, -1.3721330165863037, -1.2436681985855103, -0.06415309011936188, 0.2993485629558563, -0.8561902046203613, -1.5397531986236572, 1.0815669298171997, -1.4620511531829834, -0.9451389312744141,...
W1480533208
Method
10.7 Formed Steel Framing Elements.
{ "m": "Describing the characteristics of the participants", "s": "420.8" }
[ 0.9832256436347961, 0.9529403448104858, -3.697679042816162, -0.5941781401634216, 0.8763411641120911, -0.9101060628890991, 0.6430239081382751, 0.4114905893802643, -0.11150223016738892, -0.6290536522865295, 0.054338134825229645, 0.6029570698738098, 0.09580899775028229, 0.7314808964729309, ...
[ 0.4586904048919678, 0.6094877123832703, -1.8584483861923218, -0.096327044069767, 0.8262653350830078, 0.1235102191567421, -0.5893997550010681, -1.0926594734191895, -0.613578200340271, -0.9852108955383301, -0.3555535078048706, 1.4605658054351807, -0.0142960324883461, 0.5264186859130859, -0...
W1480533208
Method
10.8 Concrete and Masonry Anchors.
{ "m": "Restating a result or one of several results", "s": "486.69" }
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[ 0.8536566495895386, 0.4902002215385437, -3.3568966388702393, -1.2482576370239258, 1.4752814769744873, -1.2393261194229126, 0.047989290207624435, -0.04774950072169304, -0.4232032895088196, -0.9198812246322632, -0.6534406542778015, 0.5900276303291321, -0.7235785126686096, -0.6755423545837402...
W1480533208
Result
10.9 Plywood Gussets.
{ "m": "Describing the characteristics of the participants", "s": "541.86" }
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[ 0.855841875076294, 0.202928826212883, -2.950784921646118, -1.5642470121383667, 0.4357835650444031, -1.0214881896972656, -1.285037636756897, -0.260419100522995, -1.2064757347106934, -0.24589787423610687, -0.27771517634391785, 1.0893638134002686, -0.563994824886322, -0.14945656061172485, -...
W1480533208
Method
11.
{ "m": "Describing the characteristics of the participants", "s": "618.1" }
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[ -0.2542401850223541, -0.06226356327533722, -1.8005837202072144, -0.21416538953781128, -0.4280765950679779, 0.8396720886230469, -0.7411961555480957, -0.7310090065002441, -1.0970587730407715, -0.2334190309047699, -0.5361649990081787, 0.9711639881134033, 0.8208175301551819, 0.3297829926013946...
W1480533208
Method
Trusses.
{ "m": "Describing the characteristics of the participants", "s": "537.68" }
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[ 0.11356325447559357, 0.5625690221786499, -3.119898557662964, -1.4365485906600952, 0.7946494817733765, -0.8358052968978882, -0.8360087275505066, -0.38634970784187317, -0.49715185165405273, -1.4093928337097168, -1.210170865058899, 0.5962053537368774, 0.25977128744125366, -0.358264684677124, ...
W1480533208
Method
11.1 General Considerations.
{ "m": "Describing the process: typical verbs in the passive form", "s": "585.25" }
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[ 0.4163587689399719, -0.3798031806945801, -1.8497185707092285, -0.6613661050796509, 0.789300799369812, 0.8126254081726074, 0.6082181930541992, -1.7182903289794922, 0.29126179218292236, -0.6982552409172058, 0.5502595901489258, 1.2495473623275757, 0.7803899049758911, 1.6349506378173828, 0.4...
W1480533208
Method
11.2 Types of Trusses.
{ "m": "Describing the characteristics of the participants", "s": "498.0" }
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[ -0.3417354226112366, -0.08551829308271408, -2.035935401916504, -0.35793712735176086, 0.0761014074087143, -0.4904526174068451, 0.39566436409950256, -2.4139533042907715, -0.7850486040115356, -0.7392836809158325, 0.36067575216293335, 0.6089404821395874, 0.8003690838813782, 0.1734483540058136,...
W1480533208
Method
11.3 Bracing for Trusses.
{ "m": "Restating a result or one of several results", "s": "535.15" }
[ 0.18543042242527008, 0.8568018674850464, -3.8065876960754395, -0.8742717504501343, 0.5005074143409729, -1.138157606124878, 0.36486655473709106, 0.3433529734611511, 0.4086385667324066, -0.9179433584213257, -0.31781867146492004, 0.12150649726390839, 0.31404823064804077, 0.37718749046325684, ...
[ 0.6165604591369629, -0.049819935113191605, -2.2703850269317627, 0.049484752118587494, 1.0914400815963745, -0.8075685501098633, -0.11528649181127548, -0.3502926230430603, -0.23299670219421387, -0.9725784063339233, -0.6446384191513062, 1.041300654411316, -0.5953229665756226, 0.26225867867469...
W1480533208
Result
11.4 Loads on Trusses.
{ "m": "Restating a result or one of several results", "s": "556.1" }
[ 0.1591305285692215, 1.181244969367981, -4.015551567077637, -0.7831605672836304, 0.42737388610839844, -1.07169771194458, 0.20808228850364685, -0.136855348944664, -0.2138766348361969, -0.3505861163139343, -0.34558308124542236, -0.020467484369874, 0.4471908211708069, -0.30893799662590027, 0...
[ 0.8129978179931641, 0.2923159897327423, -3.781249523162842, -0.8512670397758484, 0.9444891214370728, -1.0235801935195923, 0.5803744792938232, -0.5301908254623413, -0.6415597796440125, -0.2336544543504715, -0.7407559156417847, 0.49169760942459106, 0.07950703054666519, 0.09554342180490494, ...
W1480533208
Result
11.5 Investigation for Internal Forces in Planar Trusses.
{ "m": "Setting out the research questions or hypotheses", "s": "547.19" }
[ 0.08193112909793854, 1.3090784549713135, -3.6922786235809326, -0.6331824660301208, 0.25372016429901123, -0.7121204733848572, 0.6167768836021423, -0.8275282382965088, -0.11622503399848938, -0.730933427810669, -0.23098152875900269, -0.2382296621799469, -0.0144686633720994, -1.16718327999115,...
[ -0.08140242844820023, -0.682295560836792, -1.9510830640792847, -0.2899959981441498, 0.04680939391255379, -0.8104808330535889, 1.0187917947769165, -1.8348759412765503, -0.6887138485908508, -0.8202599883079529, 1.1538041830062866, 0.10798773914575577, 0.5733036398887634, -0.6981138586997986,...
W1480533208
Aims
11.6 Design Forces for Truss Members.
{ "m": "Describing the characteristics of the participants", "s": "537.2" }
[ -0.46858370304107666, 1.6715705394744873, -3.7899210453033447, -0.4997114837169647, 0.812614381313324, -0.9611831307411194, 0.5346370339393616, -0.43677395582199097, -0.05876011773943901, -0.8138751983642578, 0.2707553803920746, 0.38265278935432434, 0.5651006698608398, -0.21314950287342072...
[ 0.47058823704719543, 1.4445862770080566, -2.686981439590454, -0.03735789284110069, 0.8755441308021545, -0.4611406624317169, -0.5116155743598938, -0.7668619751930237, 0.3404374420642853, -0.20959638059139252, -0.31762316823005676, 1.1758204698562622, 0.3604722023010254, 0.04003447666764259,...
W1480533208
Method
11.7 Combined Actions in Truss Members.
{ "m": "Describing the process: typical verbs in the passive form", "s": "497.83" }
[ 0.1262599527835846, 0.5081422328948975, -3.872441053390503, 0.053506601601839066, 0.8361982107162476, -1.5658496618270874, 0.29530638456344604, -0.38008803129196167, 0.8294090032577515, -0.03819131478667259, -0.512678861618042, 0.7048717141151428, 0.3665832281112671, 0.2503492534160614, ...
[ 0.7882583737373352, -0.1718650460243225, -3.300628900527954, 0.38819873332977295, 2.026764154434204, -1.7146830558776855, 0.3653862178325653, -1.8481422662734985, 0.26694098114967346, 0.16275815665721893, -0.4572642147541046, 1.7396811246871948, 0.3836648166179657, 0.9170809388160706, 0....
W1480533208
Method
11.8 Truss Members and Joints.
{ "m": "Describing the characteristics of the participants", "s": "336.63" }
[ -0.03151797503232956, 1.252981424331665, -3.7798995971679688, -0.7806157469749451, -0.2459689825773239, -1.4607694149017334, -0.33485227823257446, 0.22004476189613342, 0.43572014570236206, -0.7520471811294556, -0.7667600512504578, 0.3052443861961365, -0.07951410114765167, -0.84978377819061...
[ 0.06663081049919128, 0.5472286939620972, -2.79050612449646, -0.9787386059761047, 0.29440075159072876, -0.5089932680130005, -0.9631093740463257, -1.2114496231079102, -0.8096624612808228, -0.8201850652694702, -0.391891747713089, 1.2607040405273438, -0.25970005989074707, -0.9261438250541687, ...
W1480533208
Method
11.9 Timber Trusses.
{ "m": "Describing the characteristics of the participants", "s": "461.99" }
[ -0.14660687744617462, 0.9652912616729736, -4.030133247375488, -0.7731342315673828, -0.3987434208393097, -1.420096755027771, -0.5679686665534973, -0.1313926875591278, 0.30537134408950806, -0.3557164669036865, -0.23537366092205048, -0.42245686054229736, 0.8787704110145569, -1.156383514404296...
[ 0.03658078610897064, 0.7331635355949402, -2.741481304168701, -1.1300468444824219, -0.2905837595462799, -0.7705177068710327, -0.6501420140266418, -0.6162694692611694, -0.5185834169387817, -0.5580257773399353, -0.6879381537437439, 0.36084601283073425, 0.31703341007232666, -1.1987870931625366...
W1480533208
Method
11.10 Manufactured Trusses.
{ "m": "Describing the characteristics of the participants", "s": "511.44" }
[ -0.1289312094449997, 1.1989827156066895, -4.134191513061523, -0.5889527797698975, 0.7330958843231201, -1.2954673767089844, 0.195602685213089, 0.13537685573101044, 0.3645413815975189, -0.39435645937919617, -0.17431169748306274, 0.1002700924873352, 0.8809242248535156, -0.7884153723716736, ...
[ 0.5919920802116394, 0.863143801689148, -2.1313517093658447, -1.0183719396591187, 0.8059023022651672, -0.9532275795936584, -0.32699334621429443, -1.011549472808838, -0.4492940306663513, -0.37064802646636963, -0.298944890499115, 0.30514392256736755, 0.25576284527778625, -0.713553249835968, ...
W1480533208
Method
12.
{ "m": "Referring to data in a table or chart", "s": "603.91" }
[ -0.051411643624305725, 1.2698884010314941, -2.909597635269165, -0.6328702569007874, 0.25684666633605957, 0.6123440265655518, -0.11784163117408752, 0.3471561670303345, -0.4684481620788574, 0.272169291973114, -0.34306445717811584, -0.5176874995231628, 1.3119404315948486, 1.0040333271026611, ...
[ -0.669569194316864, 0.2807706892490387, -1.5416920185089111, -0.639121949672699, -0.14684627950191498, 0.6143547296524048, -0.42335307598114014, -0.4461982548236847, -1.8214912414550781, 0.4282999038696289, -0.5617043375968933, 1.0494732856750488, 0.7700487375259399, 0.1890881061553955, ...
W1480533208
Result
Miscellaneous Wood Products and Elements.
{ "m": "Describing the process: using + instrument", "s": "646.02" }
[ 0.27107498049736023, 0.8620930910110474, -3.662426471710205, -0.3356683552265167, -0.7352154850959778, -0.7709736227989197, -1.2895801067352295, -0.593675971031189, 0.5895419716835022, -0.5841273665428162, 0.8479797840118408, 0.9162932634353638, 1.012132167816162, 0.5703872442245483, 0.3...
[ 1.669895887374878, 0.4401344656944275, -1.3126038312911987, 0.43286868929862976, -0.27496981620788574, -0.005934096872806549, -1.4009342193603516, -1.8203117847442627, 0.22738397121429443, -0.7145614624023438, 0.4426536560058594, 0.8970836997032166, 0.3667203187942505, 0.685865044593811, ...
W1480533208
Method
12.1 Engineered Wood Products.
{ "m": "Explaining keywords (also refer to Defining Terms)", "s": "551.13" }
[ 0.015257365070283413, 0.8756881356239319, -3.477140188217163, -0.7674961686134338, 0.21443602442741394, 0.15863068401813507, -0.6269285678863525, -0.3318062722682953, -0.5908305048942566, 0.10805555433034897, 0.6117795705795288, -0.18966343998908997, 0.8506746888160706, -0.2362955957651138...
[ 0.5442018508911133, -0.36051058769226074, -2.018627166748047, -0.13122493028640747, 0.9071916937828064, 0.3481777608394623, -0.8080136775970459, -2.011941909790039, -0.5856494903564453, -0.8436005711555481, 0.6983044743537903, 0.7603926062583923, 0.6339184641838074, -0.30827391147613525, ...
W1480533208
Keywords
12.2 Glued Laminated Structural Members.
{ "m": "Describing the characteristics of the participants", "s": "380.54" }
[ 0.6961423754692078, 0.777513325214386, -3.2494070529937744, -2.1062395572662354, -0.15544342994689941, -1.2409535646438599, -0.20392142236232758, -0.12419997900724411, -0.08953917771577835, -0.6763767600059509, -0.6448289752006531, -0.3991577923297882, -1.1452018022537231, 0.01466119848191...
[ -0.35633495450019836, 0.5688314437866211, -1.6955485343933105, -1.1304287910461426, 0.3694486916065216, -0.36236926913261414, -0.6931068897247314, -1.6584302186965942, -0.49442532658576965, -0.71585613489151, -1.12297523021698, 0.8584649562835693, -0.7529373168945312, -0.9293890595436096, ...
W1480533208
Method
12.3 Structural Composite Lumber.
{ "m": "Describing the characteristics of the participants", "s": "525.02" }
[ 1.0345349311828613, 0.6659080386161804, -3.247649669647217, -1.5629876852035522, -0.4006766080856323, -0.6717212200164795, 0.15978741645812988, -0.03384869545698166, -0.4833926558494568, -0.46100056171417236, -0.0469556525349617, -1.5305896997451782, -0.39828723669052124, -0.55320030450820...
[ 1.3406115770339966, 0.6473731994628906, -1.7323077917099, -1.2163712978363037, -0.16878247261047363, -0.43327534198760986, -1.154886245727539, -1.0207157135009766, -0.8350927829742432, -0.15454404056072235, 0.013429530896246433, 0.9728694558143616, -0.4468606412410736, -1.8652490377426147,...
W1480533208
Method
12.4 Wood Structural Panels.
{ "m": "Describing the characteristics of the participants", "s": "437.47" }
[ 0.47128644585609436, 1.0739983320236206, -3.6372227668762207, -1.548982858657837, -0.9605352878570557, -1.0020599365234375, -0.37598875164985657, -0.14118734002113342, -0.9906541109085083, -0.7951205968856812, 0.44413071870803833, -0.5047361850738525, -0.8495162129402161, 0.652580857276916...
[ 0.8847692012786865, 0.5425695180892944, -2.005706310272217, -1.2891291379928589, -0.5904238224029541, -0.18558120727539062, -1.0427449941635132, -1.4471293687820435, -1.5202927589416504, -0.755833625793457, 0.09646380692720413, 0.6868863105773926, -0.6085286140441895, 0.2284935563802719, ...
W1480533208
Method
12.5 Plywood.
{ "m": "Describing the characteristics of the participants", "s": "523.42" }
[ 0.7185944318771362, 0.9445636868476868, -3.4523186683654785, -1.4352726936340332, -0.7285894155502319, -0.44358840584754944, -0.3943634331226349, 0.46592599153518677, -0.9766618013381958, 0.21752101182937622, -0.47108834981918335, -1.1677346229553223, -0.6409796476364136, -0.62064611911773...
[ 0.9919589757919312, 0.21960240602493286, -1.7849682569503784, -1.3325741291046143, 0.17880508303642273, -0.1871427297592163, -1.1621668338775635, -0.45950305461883545, -1.2182127237319946, -0.079100601375103, -0.29229146242141724, 0.2436690330505371, -0.8150221705436707, -1.641486048698425...
W1480533208
Method
12.6 Prefabricated Wood IJoists.
{ "m": "Describing the characteristics of the participants", "s": "465.62" }
[ -0.47771206498146057, 1.2472598552703857, -3.3460841178894043, -1.314454436302185, -0.8362850546836853, -0.7647461295127869, 0.28946998715400696, -0.1789793223142624, -0.792739987373352, -0.17472410202026367, -0.534010112285614, 0.17101886868476868, -0.22266873717308044, 0.5460907220840454...
[ -0.34930652379989624, 0.8373345136642456, -1.8578860759735107, -1.289420247077942, -0.38882413506507874, -0.6192122101783752, -1.044729232788086, -1.5692129135131836, -1.590476393699646, -0.13003338873386383, -0.09015025198459625, 0.9205763936042786, -0.8531816601753235, -0.559844553470611...
W1480533208
Method
12.7 BuiltUp Panel and Lumber Beams.
{ "m": "Describing the characteristics of the participants", "s": "468.22" }
[ 0.9758464694023132, 1.354084849357605, -3.689255714416504, -1.014299750328064, -0.5232486724853516, -1.1589163541793823, -0.14782802760601044, 0.37416860461235046, -0.694044291973114, -0.9434229731559753, -0.1427946537733078, -0.11651483923196793, -0.4473651349544525, 0.339059978723526, ...
[ 1.0316756963729858, 0.9743593335151672, -2.170048952102661, -0.6261276602745056, 0.05226365849375725, -1.317542314529419, -0.8363223671913147, -0.9880903363227844, -0.822252094745636, -1.2089205980300903, -0.7120003700256348, 1.1467108726501465, -0.5870637893676758, 0.8267359733581543, -...
W1480533208
Method
12.8 Flitched Beams.
{ "m": "Describing the characteristics of the participants", "s": "430.68" }
[ 0.7215591669082642, 1.0512211322784424, -3.8281822204589844, -0.7251434922218323, -0.6020057797431946, -1.111107587814331, 0.004188490100204945, 0.06832810491323471, 1.2442514896392822, -0.36239078640937805, -0.9908183813095093, 0.6406897902488708, 0.07115735858678818, -0.12655064463615417...
[ 0.5459301471710205, 0.89019775390625, -2.962731122970581, -0.9098554849624634, -0.041977714747190475, -1.3049004077911377, -0.43146443367004395, -1.2189065217971802, -0.48774224519729614, -0.5156939029693604, -1.0951802730560303, 1.499220609664917, -0.05253022909164429, -0.6322040557861328...
W1480533208
Method
12.9 Pole Structures.
{ "m": "Describing the characteristics of the participants", "s": "458.65" }
[ 0.26478010416030884, 1.776320457458496, -3.853379487991333, -1.4074000120162964, 1.106618881225586, 0.039559684693813324, 0.6184189915657043, 0.2448376715183258, 0.03109690733253956, -0.572145938873291, -0.041595302522182465, -1.1895411014556885, 0.6676042079925537, -0.9840306043624878, ...
[ 0.148168683052063, 0.6521726846694946, -2.7587332725524902, -1.355328917503357, 1.3750590085983276, -0.09820028394460678, -0.6690672636032104, -1.7224680185317993, -0.9843094348907471, -0.9665363430976868, 0.04522696137428284, 0.4498912990093231, 0.11586205661296844, -1.1551380157470703, ...
W1480533208
Method
13.
{ "m": "Highlighting significant data in a table or chart", "s": "650.76" }
[ -0.27361541986465454, 0.5818928480148315, -3.632327079772949, 0.17766086757183075, 0.9339329600334167, 0.2921973764896393, 0.5074241757392883, 0.9575120806694031, 1.4115289449691772, 0.7147427201271057, -0.8890961408615112, -0.5481439232826233, 0.9090609550476074, 0.758414089679718, 0.44...
[ -0.6890947818756104, -0.011327600106596947, -2.397160291671753, -0.09047912806272507, 0.0791451632976532, 0.4948605000972748, -0.27390986680984497, -0.011049889028072357, -0.55037522315979, 0.6393204927444458, -1.0889801979064941, 0.6842213869094849, 0.6968487501144409, -0.4296118617057800...
W1480533208
Result
Wood Structures for Lateral Bracing.
{ "m": "Describing the process: expressing purpose with for", "s": "604.18" }
[ 1.1498277187347412, 0.7362152338027954, -3.7552385330200195, -1.903090476989746, -1.0489451885223389, -0.9914646148681641, 0.010678332298994064, 0.37292715907096863, -0.014118148013949394, -0.9844933748245239, 0.3267228901386261, -0.381477952003479, -0.26237982511520386, 0.2372168600559234...
[ 0.3334138095378876, 0.6308230757713318, -2.0595450401306152, -0.8280630111694336, 0.23460030555725098, -0.741461455821991, -0.4185692071914673, -1.2522594928741455, -0.47295165061950684, -1.0061802864074707, 0.34113767743110657, 0.06414302438497543, 0.150770366191864, -0.242799311876297, ...
W1480533208
Method
13.1 Application of Wind and Earthquake Effects.
{ "m": "Describing the process: typical verbs in the passive form", "s": "534.09" }
[ 1.2556246519088745, 0.504534125328064, -4.345439434051514, -0.5841287970542908, 0.683107316493988, 0.018471142277121544, 1.0590112209320068, 1.1230095624923706, 0.7359276413917542, -0.7294520735740662, 0.9591085314750671, -0.24656973779201508, 0.7135055661201477, 1.640451431274414, 0.696...
[ 0.835748016834259, -0.7911631464958191, -3.213545560836792, 0.1493382602930069, 0.9171860814094543, -0.5402560830116272, 0.839443027973175, -1.8925153017044067, -0.44058623909950256, -0.9289401173591614, 1.4837003946304321, 1.1035833358764648, 0.7506853938102722, 1.1343327760696411, 0.18...
W1480533208
Method
13.2 Horizontal Diaphragms.
{ "m": "Describing the characteristics of the participants", "s": "483.67" }
[ 0.09903475642204285, 0.7109133005142212, -3.9229395389556885, -0.6533085703849792, 0.6585458517074585, -0.16597141325473785, 0.17196474969387054, 0.9421568512916565, -1.017029881477356, -0.8362176418304443, -0.2914486527442932, -0.08469811081886292, 1.6809347867965698, 0.2751424014568329, ...
[ 0.5527119040489197, 0.9395803809165955, -3.1510415077209473, -0.7085362076759338, 0.4408861994743347, -0.40887728333473206, -0.49394139647483826, -0.8982965350151062, -1.601401448249817, -0.7780027985572815, 0.15056586265563965, 1.4098937511444092, 0.8820750713348389, -0.8548691272735596, ...
W1480533208
Method
13.3 Vertical Diaphragms Shear Walls.
{ "m": "Describing the characteristics of the participants", "s": "508.98" }
[ 1.2883638143539429, 0.9148501753807068, -4.0160980224609375, -1.2484341859817505, 0.9623405933380127, -0.8695300817489624, 1.5735065937042236, 0.20188874006271362, -0.17495910823345184, -0.11204533278942108, -0.33478572964668274, 0.31202206015586853, 0.3397696912288666, 0.10288774967193604...
[ 0.5960086584091187, 1.1101042032241821, -2.720653533935547, -1.0979523658752441, 1.5059236288070679, -0.5000283718109131, 1.3637853860855103, -0.7893511652946472, -1.3544232845306396, -0.11196743696928024, -0.5083440542221069, 0.9569727182388306, -0.562714695930481, -0.15564002096652985, ...
W1480533208
Method
13.4 Investigation and Design of WoodFramed Shear Walls.
{ "m": "Outlining the structure of a thesis or dissertation", "s": "570.62" }
[ 1.1657073497772217, 0.9406008124351501, -3.240819215774536, -1.7628848552703857, 0.5233595967292786, -1.4965299367904663, 1.7654147148132324, 0.11531238257884979, -0.03028769977390766, -0.20514869689941406, -0.3838927447795868, -0.8509787321090698, -0.08249004930257797, 0.9893089532852173,...
[ 0.060035690665245056, -1.4420936107635498, -1.9254648685455322, -0.7758777141571045, 0.7804520726203918, -0.34766706824302673, 1.150372862815857, -0.6900602579116821, -0.6198521852493286, -0.5648621916770935, -0.6183487176895142, 0.033278509974479675, -0.02165890485048294, -0.0458582639694...
W1480533208
Other
13.5 Trussed Bracing for Wood Frames.
{ "m": "Restating a result or one of several results", "s": "480.15" }
[ 0.5444462895393372, 1.2387429475784302, -3.713146209716797, -1.0463134050369263, 0.27145645022392273, -1.890982747077942, 0.09342385083436966, 0.6382874846458435, 0.1987743228673935, -0.4291863441467285, -0.8395743370056152, -0.25768759846687317, -0.424744576215744, 0.5796880125999451, 0...
[ 1.116294264793396, 0.8896401524543762, -2.6200318336486816, -1.0659494400024414, 1.6721711158752441, -1.766363501548767, -0.20797699689865112, 0.05109281837940216, -0.1976119428873062, 0.28484585881233215, -1.5042742490768433, -0.2257489562034607, 0.18206848204135895, 0.4617340564727783, ...
W1480533208
Result
13.6 Special Lateral Bracing.
{ "m": "Restating a result or one of several results", "s": "462.85" }
[ 1.0330616235733032, 1.0201524496078491, -3.734971046447754, -1.6247583627700806, -0.2889793813228607, -0.3678089380264282, 0.6444674730300903, 1.2294780015945435, 0.6403366923332214, -0.3111911118030548, -0.17831426858901978, -0.4814535677433014, -0.08719456940889359, 0.3028062582015991, ...
[ 1.195469856262207, 0.9290794730186462, -3.000894546508789, -0.5926837921142578, 0.2615702450275421, 0.18226538598537445, -0.2593156099319458, -0.10122229903936386, 0.12370869517326355, -0.7196400761604309, -0.06163213774561882, 0.6880888342857361, 0.18553857505321503, -0.35446447134017944,...
W1480533208
Result
14.
{ "m": "Highlighting significant data in a table or chart", "s": "636.24" }
[ -0.5249613523483276, 0.4879279136657715, -3.0684359073638916, 0.321425199508667, 1.1301634311676025, 0.36845049262046814, 0.36168184876441956, 0.733201801776886, -0.4199516177177429, 0.11770603060722351, -0.8777735829353333, -0.769794225692749, 1.1968674659729004, 0.06459253281354904, 1....
[ -0.7684588432312012, 0.19786731898784637, -2.1315879821777344, -0.07112906873226166, -0.04433666914701462, 0.4952157735824585, -0.6732518672943115, -0.07371293008327484, -2.0122179985046387, 0.12334994226694107, -0.9908634424209595, -0.11770370602607727, 0.7343083620071411, -1.138927698135...
W1480533208
Result
General Considerations for Building Structures.
{ "m": "Setting out the research questions or hypotheses", "s": "556.11" }
[ 0.04318699240684509, 1.005246877670288, -3.385087251663208, -0.8054834604263306, 0.40853002667427063, 0.4271230399608612, 1.2349772453308105, -0.6274345517158508, 0.04867887124419212, -0.5431540012359619, 1.0922605991363525, -0.5069558620452881, 0.693121612071991, 0.6826471090316772, -0....
[ 1.0408426523208618, 0.6389210820198059, -1.311967134475708, -0.5317882299423218, 0.5515617728233337, 0.42835599184036255, 0.22299517691135406, -1.498458981513977, 1.4147193431854248, -0.9037647247314453, 0.9840294718742371, 1.1534059047698975, 0.1234634593129158, 2.15492582321167, 0.5671...
W1480533208
Aims
14.1 Choice of Building Construction.
{ "m": "Indicating criteria for selection or inclusion in the study", "s": "469.41" }
[ -0.540652871131897, 0.5352110862731934, -3.161132574081421, 0.33128857612609863, 0.6174030303955078, 0.3752049505710602, 1.3043922185897827, 0.4005168378353119, -0.14222352206707, -0.18155284225940704, 0.5020460486412048, -1.1611793041229248, 1.2505992650985718, -0.31910479068756104, 0.0...
[ -0.22923369705677032, 0.38777729868888855, -1.7744216918945312, 0.6348441243171692, 1.039864420890808, 0.9531572461128235, 0.5817056894302368, -1.2866712808609009, 0.5285476446151733, 0.08946428447961807, 0.6186302900314331, -0.29432380199432373, 1.2108805179595947, 0.4357706606388092, -...
W1480533208
Method
14.2 Structural Design Standards.
{ "m": "Providing background information: reference to the purpose of the study", "s": "607.05" }
[ -0.010608647018671036, 0.3604956865310669, -3.4283130168914795, -0.8633240461349487, 0.32996129989624023, -0.10277824848890305, 0.8093010783195496, 0.4567124545574188, -0.8068463802337646, -0.891968309879303, 0.40744978189468384, -0.7415878176689148, 0.33243831992149353, -0.786676049232482...
[ 0.7071011066436768, -0.5257717967033386, -2.1446046829223633, 0.08826491236686707, 0.3471236228942871, 0.95979243516922, -0.6756108999252319, 0.22839869558811188, -0.5327999591827393, -0.7823935747146606, 0.13721448183059692, 0.6920828223228455, 0.2829364538192749, -1.060819149017334, 1....
W1480533208
Background
14.3 Loads for Structural Design.
{ "m": "Describing the process: typical verbs in the passive form", "s": "608.82" }
[ 0.05255713313817978, 1.4487842321395874, -3.58532452583313, -1.2590818405151367, 0.15736354887485504, -0.7696962356567383, 0.739675760269165, 0.1703314483165741, -1.1874983310699463, -0.5005406737327576, 0.33510255813598633, -1.2370400428771973, 0.5359091758728027, -1.056415319442749, 0....
[ 0.40910014510154724, 0.5548968315124512, -2.6296772956848145, -0.5142544507980347, 0.9218222498893738, -0.9560219645500183, 0.21758560836315155, -0.9697262048721313, -1.2021592855453491, -0.21200747787952423, -0.12333981692790985, 0.48719167709350586, 0.4656875729560852, -0.857325911521911...
W1480533208
Method
14.4 Dead Loads.
{ "m": "Stating a negative result", "s": "482.07" }
[ 0.3036763370037079, -0.43173617124557495, -3.922945022583008, -0.5089665651321411, 0.9184345602989197, 0.5940473079681396, 0.654459536075592, 0.06217598915100098, -0.8670088052749634, -0.3658665716648102, -0.10906260460615158, -0.32174593210220337, 0.6053254008293152, -0.7573943138122559, ...
[ 1.9896883964538574, -1.5307822227478027, -2.9876246452331543, -0.1953216791152954, 1.8331695795059204, 0.421404093503952, 0.2740222215652466, -0.7401306629180908, -0.49665242433547974, -0.2858440577983856, -0.1684441864490509, 1.9396530389785767, 0.35359683632850647, -0.8151816725730896, ...
W1480533208
Result
14.5 Building Code Requirements.
{ "m": "Indicating criteria for selection or inclusion in the study", "s": "502.17" }
[ -0.19041761755943298, 0.07997426390647888, -2.796725034713745, -0.3410179316997528, 0.5280712842941284, 0.43513667583465576, 0.779754102230072, 0.8495040535926819, -0.6525282263755798, -1.1760112047195435, -0.7659048438072205, -0.2538403570652008, 0.7951798439025879, 0.12598878145217896, ...
[ 0.17404335737228394, 0.1527203917503357, -1.7793810367584229, 0.3492743968963623, 0.5403547883033752, 0.991004228591919, 0.12309619039297104, 0.4065490663051605, 0.1007835865020752, -0.9417784214019775, -0.7848644256591797, 0.8047606945037842, 0.10144273191690445, 0.1422913521528244, -0....
W1480533208
Method
14.6 Live Loads.
{ "m": "Stating a positive result", "s": "495.39" }
[ 0.23689943552017212, -0.08683958649635315, -4.336599349975586, 0.062326621264219284, 0.38778629899024963, -0.3839389681816101, 0.3250834047794342, 0.06791713088750839, -0.2873539924621582, -0.5556192398071289, -0.32588058710098267, -0.2822745740413666, 0.7089923620223999, -0.32702797651290...
[ 0.5892263054847717, -0.5498870015144348, -3.346099853515625, -0.1410103738307953, 0.6059444546699524, -0.6468603014945984, -0.07036716490983963, -0.5822162628173828, -0.27686452865600586, -0.6344003677368164, -0.31574612855911255, 1.2731547355651855, 0.7982115745544434, -0.7090632915496826...
W1480533208
Result
14.7 Lateral Loads Wind and Earthquake.
{ "m": "Describing the process: typical verbs in the passive form", "s": "510.49" }
[ 1.739158272743225, 0.9694392681121826, -4.00164794921875, -1.406795620918274, 0.3551354706287384, 0.3130754232406616, 0.45197299122810364, 0.5031560659408569, -0.19354790449142456, -1.0728495121002197, 0.9176192879676819, -0.26277801394462585, 0.46196088194847107, 0.3211946487426758, 1.0...
[ 3.015362024307251, 0.5895063877105713, -3.0520567893981934, 0.13544374704360962, 1.9736078977584839, -0.3695809245109558, 0.6296975612640381, -0.9158359169960022, -0.2922021150588989, -1.342746615409851, 0.1514526754617691, 1.1889199018478394, 0.061456385999917984, 0.8260160088539124, 1....
W1480533208
Method
14.8 Load Combinations and Factors.
{ "m": "Restating a result or one of several results", "s": "521.28" }
[ -0.3831622004508972, 0.647567868232727, -3.9388740062713623, -0.4469049572944641, 1.164720892906189, -1.0301859378814697, 0.507276177406311, -0.8175746202468872, -0.5477107763290405, -0.2622329294681549, -0.43675222992897034, -0.5108981728553772, 1.1904350519180298, -0.2739962935447693, ...
[ 1.0015547275543213, -0.3509228825569153, -3.3254566192626953, 0.14325517416000366, 2.003995418548584, -0.4044255316257477, 0.4704188406467438, -1.199533224105835, -0.2581667900085449, -0.18932726979255676, -0.36997660994529724, 1.127171277999878, 0.6899427175521851, 0.3929978907108307, 0...
W1480533208
Result
14.9 Determination of Design Loads.
{ "m": "Describing the process: typical verbs in the passive form", "s": "488.68" }
[ 0.3722151219844818, 0.8005940318107605, -3.3447768688201904, -1.437835693359375, 1.3102905750274658, -0.20793552696704865, 1.3421995639801025, -0.16941800713539124, -0.8901451230049133, -0.15429137647151947, -0.1498817503452301, -0.9576040506362915, 1.5596500635147095, -0.20837998390197754...
[ 0.7014543414115906, -0.7763540744781494, -2.7222986221313477, -0.6656360626220703, 2.448502779006958, -0.18183854222297668, 1.181039571762085, -1.3384315967559814, -0.6703478097915649, -0.4381958842277527, -0.30393269658088684, 0.49962466955184937, 0.5541612505912781, 0.3458322286605835, ...
W1480533208
Method
14.10 Structural Planning.
{ "m": "Outlining the structure of a thesis or dissertation", "s": "519.07" }
[ 0.37473124265670776, 0.9272074699401855, -2.595468044281006, -1.2341872453689575, 0.09589935094118118, -0.5285876989364624, 0.9801388382911682, -0.5502679347991943, 0.024905212223529816, -0.4232209324836731, 0.36296966671943665, -1.1745176315307617, 1.3271377086639404, -0.8571033477783203,...
[ 0.1534588485956192, -0.5527752637863159, -1.0196621417999268, -0.30628859996795654, 0.7710705995559692, -0.38394594192504883, 0.7107831239700317, -1.792107343673706, -0.4953462481498718, -0.09070234000682831, -0.4635843336582184, -0.5533154010772705, 1.1491427421569824, -0.5684826970100403...
W1480533208
Other
14.11 Building System Integration.
{ "m": "Referring back to the research aims or procedures", "s": "563.94" }
[ 0.2847648859024048, 1.4684205055236816, -2.338592290878296, -0.45475971698760986, -0.13570931553840637, 0.3665798306465149, 1.0114789009094238, 0.2965472638607025, -0.0915047749876976, -1.474530577659607, -0.3265311121940613, 0.06189006567001343, 0.7642354369163513, 0.4616166353225708, -...
[ 1.2800647020339966, -0.4689974784851074, -2.3535678386688232, -0.2857956290245056, -0.044455960392951965, -0.13626784086227417, 0.6608424186706543, -1.2353742122650146, -0.180706188082695, -1.1294025182724, 0.0011576033430173993, 0.9950602054595947, 0.8696643114089966, 0.40963467955589294,...
W1480533208
Aims
14.12 Economics.
{ "m": "Describing the characteristics of the participants", "s": "596.22" }
[ 0.2837525010108948, 1.3188904523849487, -3.1599507331848145, -0.28570958971977234, 0.8220649361610413, 1.2051693201065063, 0.1435626894235611, -0.6398864984512329, 0.3172435760498047, 0.32911229133605957, 0.8375577330589294, -0.4203471541404724, 1.9134023189544678, -0.8134970664978027, 1...
[ 1.2554470300674438, 1.3204072713851929, -2.728070020675659, -0.23592260479927063, 0.4903534948825836, 1.936846375465393, -0.2145761102437973, -2.2411396503448486, 0.27353885769844055, -0.09318095445632935, 0.5372618436813354, 0.35353901982307434, 1.4993541240692139, -1.1762596368789673, ...
W1480533208
Method
15.
{ "m": "Describing the characteristics of the participants", "s": "682.62" }
[ -0.1175672858953476, -0.05066122114658356, -2.6715264320373535, -0.06195886433124542, 0.12799233198165894, 1.7813575267791748, 0.5732009410858154, -0.7738885879516602, 0.08479474484920502, -0.7425277233123779, 0.0013011656701564789, -0.010893312282860279, 0.5982645153999329, -0.79013156890...
[ -0.043758027255535126, -0.15258264541625977, -1.8589658737182617, 0.03485758230090141, -0.26876145601272583, 1.4315860271453857, -0.33572107553482056, -0.7788587808609009, -1.251278281211853, -0.697858452796936, -0.3693259656429291, 0.34717318415641785, 0.3438680171966553, -1.2921497821807...
W1480533208
Method
Building Design Examples.
{ "m": "Some ways of introducing quotations", "s": "611.8" }
[ 0.250201016664505, 1.4996585845947266, -3.847187042236328, -1.1448534727096558, 0.3177361786365509, -0.21173880994319916, 0.4368157386779785, 0.6669901013374329, 0.21680623292922974, -0.3798089027404785, 0.14181341230869293, -0.789841890335083, 1.5379430055618286, 1.1546664237976074, -0....
[ 1.0664258003234863, 0.8367560505867004, -3.4206504821777344, -0.7163801193237305, 0.7496735453605652, -1.2306690216064453, -0.23897701501846313, -0.7299392819404602, -0.6294347643852234, -0.7129924893379211, 0.6739241480827332, -0.110862135887146, 1.1204228401184082, 1.480316162109375, -...
W1480533208
Result
15.1 Building One Single Story Light Wood Frame.
{ "m": "Restating a result or one of several results", "s": "530.48" }
[ -0.5776410698890686, 0.5571551322937012, -2.9761083126068115, -0.6006432175636292, -0.40970534086227417, 0.012266865000128746, 0.22438210248947144, 0.2788054049015045, -0.22324515879154205, -1.5726479291915894, 0.39279478788375854, -0.31777477264404297, 0.06350605189800262, 0.5879472494125...
[ -0.027245033532381058, 0.11419244855642319, -2.9770166873931885, -0.37267443537712097, 1.1064518690109253, -0.7812039256095886, -0.11268289387226105, -0.612613320350647, -0.65714031457901, -1.2544842958450317, -0.0003008154744748026, -0.0919196754693985, 0.7403391599655151, 1.2142351865768...
W1480533208
Result
15.2 Building Two Multistory Light Wood Frame.
{ "m": "Restating a result or one of several results", "s": "492.25" }
[ -0.20973756909370422, 0.5335120558738708, -3.1775779724121094, -0.7926578521728516, -0.4945947825908661, -0.43070778250694275, 0.038810260593891144, -0.5545414090156555, -0.35500454902648926, -1.2277024984359741, 0.46530887484550476, -0.48030853271484375, 0.8256495594978333, 0.405357599258...
[ 0.3263811767101288, 0.41791677474975586, -2.952141284942627, -0.7624329328536987, 0.6220906376838684, -0.632074236869812, -0.20539067685604095, -1.4817183017730713, -0.5265197157859802, -1.0450284481048584, 0.5924867391586304, 0.08923055231571198, 0.8621063232421875, 0.26988697052001953, ...
W1480533208
Result
15.3 Building Three Masonry and Timber Structure.
{ "m": "Describing the characteristics of the participants", "s": "512.64" }
[ 0.2202095240354538, 0.1972476840019226, -3.3373641967773438, -1.004188060760498, -0.2303258627653122, -0.3188222348690033, -0.25924086570739746, -0.5559560656547546, -0.15221713483333588, -0.7192202210426331, 0.3906397819519043, -1.0654470920562744, 0.21018743515014648, -0.852210283279419,...
[ 0.26301050186157227, 0.5458245873451233, -1.8259128332138062, -0.8764012455940247, 0.00533565366640687, -0.795400857925415, -1.3159364461898804, -1.6150072813034058, -0.8761013150215149, -0.48106563091278076, -0.17791450023651123, -0.5359278917312622, -0.09075912833213806, -0.2523720860481...
W1480533208
Method
15.4 Building Four Steel and Wood Structure.
{ "m": "Describing the characteristics of the participants", "s": "521.54" }
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W1480533208
Method
Appendix A Properties of Sections.
{ "m": "Restating a result or one of several results", "s": "537.78" }
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W1480533208
Result
Appendix B Study Aids.
{ "m": "Providing background information: reference to the purpose of the study", "s": "549.34" }
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W1480533208
Background
Appendix C Answers to Problems.
{ "m": "Stating a negative result", "s": "605.8" }
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W1480533208
Result
Glossary.
{ "m": "Referring to data in a table or chart", "s": "573.76" }
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W1480533208
Result
References.
{ "m": "Providing background information: reference to the literature", "s": "409.72" }
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W1480533208
Background
Index.
{ "m": "Highlighting significant data in a table or chart", "s": "534.98" }
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W1480533208
Result
The industrial disaster caused by a workrelated disease like a Musculoskeletal DisordersMSDs becomes a big social problem and increases rapidly.
{ "m": "Describing the process: typical verbs in the passive form", "s": "483.71" }
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W1896915131
Method
This leads to the degradation of the labor desire and the productivity.
{ "m": "Indicating an expected outcome", "s": "452.03" }
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W1896915131
Hypothesis
Welding work belongs to the work with a high intensity.
{ "m": "Describing the process: adverbs of manner", "s": "490.25" }
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W1896915131
Method
This paper aims to analyze the welding work in the various positions from a viewpoint of the burden of the human musculoskeletal system and to propose the desired position with lower burden.
{ "m": "Stating the aims of the current research (note frequent use of past tense)", "s": "336.55" }
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W1896915131
Hypothesis
For this purpose the real welding work was observed in the shipyard and analyzed using the RULA method, a powerful ergonomics tool.
{ "m": "Describing the process: expressing purpose with for", "s": "357.43" }
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W1896915131
Method
The 3dimensional simulation model for this work was also developed.
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W1896915131
Method
In this model, ergonomics human model and welding work environment were built.
{ "m": "Describing the process: typical verbs in the passive form", "s": "494.9" }
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W1896915131
Method
This model was verified through the comparison to the real work.
{ "m": "Transition: moving to the next result", "s": "548.76" }
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W1896915131
Result
This paper showed that the improvement of welding position by changing the location of a stool and using some auxiliary tool can reduce the work intensity remarkably and lead to the decrease of MSDs.
{ "m": "Summarising the main research findings", "s": "319.41" }
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W1896915131
Result
The basic skeleton of moving of Udmurtiya is considered.
{ "m": "Describing the process: typical verbs in the passive form", "s": "373.17" }
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W193565168
Method
The special attention thus is given a countryside to its central centers and roads with regular bus service.
{ "m": "Previous research: area investigated as the sentence object", "s": "549.09" }
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W193565168
Background
Research is lead on materials Udmurtstat 19702004.
{ "m": "Stating what is currently known about the topic", "s": "503.45" }
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W193565168
Background
An increasing suicide rate has become a serious socioeconomic problem, particularly in developed countries in Asia such as Japan, South Korea, and Taiwan.
{ "m": "Establishing the importance of the topic for the world or society", "s": "278.47" }
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W1544477984
Importance
In his book Suicide, prominent sociologist Emile Durkheim found that social factors may influence suicidal behavior.
{ "m": "Pointing out interesting or important findings", "s": "499.6" }
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W1544477984
Result
To reduce the suicide rate, the Taiwanese government has recently been committed to improving income inequality and reducing the unemployment rate, which has had some effect.
{ "m": "Restating a result or one of several results", "s": "532.64" }
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W1544477984
Result
Although the total suicide rate has decreased since 2006, the suicide rate of Hakka and aboriginal counties continues to rise in Taiwan.
{ "m": "Acknowledging limitation(s) whilst stating a finding or contribution", "s": "528.89" }
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W1544477984
Limitations
Our study objectives are as follows a To understand the correlation of socioeconomic factors and the suicide rate b to examine differences between the suicide rate among genders, urban and rural areas, and ethnic groups and c to estimate the possible trend of the suicide rate.
{ "m": "Describing the process: infinitive of purpose", "s": "364.39" }
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W1544477984
Method
Our results show that selected negative socioeconomic factors are positively correlated with the suicide rate.
{ "m": "Stating a positive result", "s": "432.4" }
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W1544477984
Result
The suicide rate for different genders and ethnic groups significantly differs, particularly in Hakka and aboriginal counties.
{ "m": "Pointing out interesting or important findings", "s": "417.3" }
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W1544477984
Result
We predict a rising suicide rate trend in Taiwan in the future.
{ "m": "Indicating an expected outcome", "s": "365.39" }
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W1544477984
Hypothesis
Pressure ulcers are of great cost to both the patient and the healthcare system.
{ "m": "Establising the importance of the topic as a problem to be addressed", "s": "461.05" }
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W2065342588
Importance
Devices have been developed with the goal of pressure ulcer prevention, but many available technically complex devices have been shown to be no more effective than low pressure overlays or mattresses.
{ "m": "General reference to previous research or scholarship: highlighting negative outcomes", "s": "374.51" }
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W2065342588
Background
This paper proposes a subject dependent algorithm capable of automatically detecting when and where pressure points have been relieved from underneath a supine subject, without any user inputs or assumptions.
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W2065342588
Hypothesis
Pressure sensitive mats, associated software, a laptop and a video camera were used to measure and collect pressure signals generated by a supine subject performing 3 movements the subject rolling to one side of the body, then to the other side, and the subject attempting to roll without lifting any pressure points off...
{ "m": "Indicating the methodology for the current research", "s": "446.31" }
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W2065342588
Method