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                             68 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A hysteresis model for plane steel members with damage cumulation effects 1 National Key Projects on Basic Research and Applied Research: Applied Research on Safety and Durability of Major Construction Projects. 1 Zuyan, Shen
 1998
 2-3 p. 79-87
9 p.
 artikel
2 An accurate and efficient method for large deflection inelastic analysis of frames with semi-rigid connections Goman Wai-Ming Ho,
 1993
 2-3 p. 171-191
21 p.
 artikel
3 An analytical evaluation of ultimate strength of beams based on linearized finite displacement theory Hasegawa, Akio
 1989
 2-3 p. 137-152
16 p.
 artikel
4 Application of the component method to column bases Jaspart, J.P.
 1998
 2-3 p. 89-106
18 p.
 artikel
5 A two-surface model in force space for steel members Mizuno, E.
 1998
 2-3 p. 107-122
16 p.
 artikel
6 Behaviour of partially concrete-filled steel bridge piers under cyclic and dynamic loading Usami, T.
 1997
 2-3 p. 121-136
16 p.
 artikel
7 Calendar 1994
 2-3 p. 317-318
2 p.
 artikel
8 Calendar 1995
 2-3 p. 307-
1 p.
 artikel
9 Calendar 1997
 2-3 p. 267-
1 p.
 artikel
10 Collapse behaviour of sway frames with end-plate connections Yu, C.H
 1998
 2-3 p. 169-188
20 p.
 artikel
11 Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections Kato, Shiro
 1998
 2-3 p. 145-168
24 p.
 artikel
12 Comparison of tests of bridged and unbridged purlins with a non-linear analysis model Rousch, Catherine J.
 1997
 2-3 p. 197-220
24 p.
 artikel
13 Computer-aided interactive plastic design of frames Alwis, W.A.M.
 1993
 2-3 p. 141-151
11 p.
 artikel
14 Contents of related journals 1994
 2-3 p. 319-320
2 p.
 artikel
15 Contents of volume 31 1994
 2-3 p. 321-322
2 p.
 artikel
16 Contents of volume 41 1997
 2-3 p. 269-270
2 p.
 artikel
17 Contents of Volume 20 1993
 2-3 p. 268-269
2 p.
 artikel
18 Co-rotational and Lagrangian formulations for elastic three-dimensional beam finite elements Teh, Lip H.
 1998
 2-3 p. 123-144
22 p.
 artikel
19 Deformation analysis of locally buckled steel compression members Usami, T.
 1989
 2-3 p. 111-135
25 p.
 artikel
20 Design of cold-formed purlins and rails restrained by sheeting Tomà, Ton
 1994
 2-3 p. 149-168
20 p.
 artikel
21 Diaphragm action of sandwich panels Baehre, Rolf
 1994
 2-3 p. 305-316
12 p.
 artikel
22 Differences in inelastic properties of steel and composite beams Kemp, A.R.
 1995
 2-3 p. 187-206
20 p.
 artikel
23 Dynamic behaviour of composite floors Krige, G.J.
 1995
 2-3 p. 249-269
21 p.
 artikel
24 Editorial 1998
 2-3 p. 61-62
2 p.
 artikel
25 Editorial Davies, J.M.
 1994
 2-3 p. 147-148
2 p.
 artikel
26 Editorial Shanmugam, N.E.
 1997
 2-3 p. 119-120
2 p.
 artikel
27 Editorial 1989
 2-3 p. 77-78
2 p.
 artikel
28 Effects of randomness in structural members' yield strength on the structural systems' ductility Kuwamura, Hitoshi
 1989
 2-3 p. 79-93
15 p.
 artikel
29 Elastic distortional buckling of continuous I-beams Bradford, M.A.
 1997
 2-3 p. 249-266
18 p.
 artikel
30 Factors influencing the strength of continuous composite beams in negative bending Dekker, N.W.
 1995
 2-3 p. 161-185
25 p.
 artikel
31 First-order generalised beam theory Davies, J.M.
 1994
 2-3 p. 187-220
34 p.
 artikel
32 Foreword Kemp, A.R.
 1995
 2-3 p. 129-130
2 p.
 artikel
33 ‘Hot spot’ stresses of K tubular joints subjected to combined loadings Soh, Ai-Kah
 1993
 2-3 p. 125-140
16 p.
 artikel
34 Inelastic buckling of I-beams with continuous elastic tension flange restraint Bradford, M.A.
 1998
 2-3 p. 63-77
15 p.
 artikel
35 Lateral torsional and distortional buckling of channel- and hat-sections Schardt, Richard
 1994
 2-3 p. 243-265
23 p.
 artikel
36 Load-carrying capacity of cold-formed beams subjected to overall lateral-torsional buckling and local plate buckling Lindner, Joachim
 1994
 2-3 p. 267-287
21 p.
 artikel
37 Local buckling behaviour of polygonal sections Migita, Y.
 1997
 2-3 p. 221-233
13 p.
 artikel
38 Local buckling of thin-walled circular steel sections with or without internal restraint O'Shea, Martin D.
 1997
 2-3 p. 137-157
21 p.
 artikel
39 Non-linear analysis of structural steel frames Kruger, T.S.
 1995
 2-3 p. 285-306
22 p.
 artikel
40 Nonlinear analysis of thin-walled members under biaxial bending Djugash, A.C.R.
 1994
 2-3 p. 289-304
16 p.
 artikel
41 Nonlinear modelling of cable-stayed bridges Kanok-Nukulchai, W.
 1993
 2-3 p. 249-266
18 p.
 artikel
42 Other contents 1998
 2-3 p. 211-212
2 p.
 artikel
43 Other contents 1998
 2-3 p. 213-
1 p.
 artikel
44 Partial interaction in composite steel and concrete beams with full shear connection Oehlers, Deric J.
 1997
 2-3 p. 235-248
14 p.
 artikel
45 Preface Kitipornchai, S.
 1993
 2-3 p. 75-
1 p.
 artikel
46 Recent research developments in the design of tubular structures Kurobane, Y.
 1989
 2-3 p. 169-188
20 p.
 artikel
47 Recent researches on buckling of framed structures and curved beams Yang, Yeong-Bin
 1993
 2-3 p. 193-210
18 p.
 artikel
48 Recent research on fatigue of bridge structures in Japan Yamada, Kentaro
 1989
 2-3 p. 211-222
12 p.
 artikel
49 Research developments in analyses of plates and shells Liew, K.M.
 1993
 2-3 p. 231-248
18 p.
 artikel
50 Research on elastic buckling of columns, beam and plates: Focussing on formulas and design charts Wang, C.M.
 1993
 2-3 p. 211-230
20 p.
 artikel
51 Response observation of scaled model structures to strong earthquakes Takanashi, Koichi
 1989
 2-3 p. 189-210
22 p.
 artikel
52 Rotation capacity of H-section members as determined by local buckling Kato, Ben
 1989
 2-3 p. 95-109
15 p.
 artikel
53 Second-order generalised beam theory Davies, J.M.
 1994
 2-3 p. 221-241
21 p.
 artikel
54 Simplified models for analysis and design of modular falsework Peng, J.L.
 1998
 2-3 p. 189-209
21 p.
 artikel
55 Steel bridge construction in Japan Fukumoto, Yuhshi
 1989
 2-3 p. 259-267
9 p.
 artikel
56 Strength assessment of a thin steel roof beam Krige, G.J.
 1995
 2-3 p. 271-284
14 p.
 artikel
57 Strength design curves for thin-walled sections undergoing distortional buckling Hancock, Gregory J.
 1994
 2-3 p. 169-186
18 p.
 artikel
58 Structural behaviour of cold-formed profiles with emphasis on the zeta-profile Kemp, L.
 1995
 2-3 p. 207-224
18 p.
 artikel
59 Structural design of New Tokyo City Hall Complex Muto, Kiyoshi
 1989
 2-3 p. 223-257
35 p.
 artikel
60 Testing of semi-rigid unbraced frames for calibration of second-order inelastic analysis Liew, J.Y.Richard
 1997
 2-3 p. 159-195
37 p.
 artikel
61 The behaviour of eccentrically restrained I-sections subjected to axial loads Gelderblom, J.H.
 1995
 2-3 p. 145-160
16 p.
 artikel
62 The effects of eyebar shape and pin/hole tolerance on its ultimate strength Choo, Y.S.
 1993
 2-3 p. 153-169
17 p.
 artikel
63 The strength of stainless steel built-up I-section columns Bredenkamp, P.J.
 1995
 2-3 p. 131-144
14 p.
 artikel
64 4th International conference on space structures 1993
 2-3 p. 267-
1 p.
 artikel
65 Ultimate strength design of biaxially loaded steel box beam-columns Shanmugam, N.E.
 1993
 2-3 p. 99-123
25 p.
 artikel
66 Ultimate strength of box stub columns under combined actions of compression, bending and torsion Kitada, T.
 1989
 2-3 p. 153-168
16 p.
 artikel
67 Use of external T-stiffeners in box-column to I-beam connections Lee, S.L.
 1993
 2-3 p. 77-98
22 p.
 artikel
68 Web crippling of stainless steel cold-formed beams Korvink, S.A.
 1995
 2-3 p. 225-248
24 p.
 artikel
                             68 gevonden resultaten
 
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