nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
An accurate predictor-corrector time integration method for structural dynamics
|
Rezaiee-Pajand, Mohammad |
|
2017 |
17 |
3 |
p. 1033-1047 |
artikel |
2 |
An efficient formulation for thin-walled beams curved in plan
|
Afnani, Ashkan |
|
2017 |
17 |
3 |
p. 1087-1102 |
artikel |
3 |
A new method for dynamic analysis of spatial lattice structures based on mode selection and mode construction techniques
|
Luo, Y. F. |
|
2017 |
17 |
3 |
p. 1157-1170 |
artikel |
4 |
Buckling of fixed-ended concrete-filled steel columns under axial compression
|
Patton, M. Longshithung |
|
2017 |
17 |
3 |
p. 1059-1071 |
artikel |
5 |
Collapse mechanisms of single curvature tensegrity systems
|
Shekastehband, B. |
|
2017 |
17 |
3 |
p. 1115-1129 |
artikel |
6 |
Determining the bilateral and unilateral mechanisms of tensegrity systems
|
Shekastehband, B. |
|
2017 |
17 |
3 |
p. 1049-1058 |
artikel |
7 |
Effect of inverted-V bracing on retrofitting against progressive collapse of steel moment resisting frames
|
Hashemi Rezvani, Farshad |
|
2017 |
17 |
3 |
p. 1103-1113 |
artikel |
8 |
Erratum to: Effect of in-service strengthening on the axial load carrying capacity of steel box columns
|
Erfani, Saeed |
|
2017 |
17 |
3 |
p. 1261 |
artikel |
9 |
Evaluation of quasi-static responses using displacement data from a limited number of points on a structure
|
Choi, Junho |
|
2017 |
17 |
3 |
p. 1211-1224 |
artikel |
10 |
Experimental and numerical analyses of blind bolted moment-resisting composite joints to CFST columns with RC slab
|
Wang, Jingfeng |
|
2017 |
17 |
3 |
p. 909-938 |
artikel |
11 |
Experimental and numerical study on the stability capacity of Q690 high-strength circular steel tubes under axial compression
|
Wang, Hui |
|
2017 |
17 |
3 |
p. 843-861 |
artikel |
12 |
Experimental assessment of seismic vulnerability of precast concrete beam-to-beam connections with steel slit damper
|
Lim, Woo-Young |
|
2017 |
17 |
3 |
p. 1249-1260 |
artikel |
13 |
Experimental study and numerical analysis on mechanical behavior of T-shape stiffened orthotropic steel-concrete composite bridge decks
|
Jiang, Xu |
|
2017 |
17 |
3 |
p. 893-907 |
artikel |
14 |
Experiment study on fatigue performance of perforated shear connectors
|
Wei, Xing |
|
2017 |
17 |
3 |
p. 957-967 |
artikel |
15 |
Flexural behavior of anchor horizontal boundary element in steel plate shear wall
|
Qin, Ying |
|
2017 |
17 |
3 |
p. 1073-1086 |
artikel |
16 |
Investigation of composite action on seismic performance of weak-axis column-tree moment connections
|
Xu, Yinglu |
|
2017 |
17 |
3 |
p. 1199-1209 |
artikel |
17 |
Numerical study on lateral buckling of fully bonded sandwich pipes
|
Wang, Zhe |
|
2017 |
17 |
3 |
p. 863-875 |
artikel |
18 |
Optimum design of cable nets by using genetic algorithm
|
Thai, Son |
|
2017 |
17 |
3 |
p. 1183-1198 |
artikel |
19 |
Performance based assessment of steel frame structures by different material models
|
Işık, Ercan |
|
2017 |
17 |
3 |
p. 1021-1031 |
artikel |
20 |
Post tensioned tendons for seismic retrofitting of weak bolted T-stub connections
|
Saberi, Vahid |
|
2017 |
17 |
3 |
p. 877-891 |
artikel |
21 |
Probability analysis of double layer barrel vaults considering the effect of initial curvature and length imperfections simultaneously
|
Tahamouli Roudsari, M. |
|
2017 |
17 |
3 |
p. 939-948 |
artikel |
22 |
Reducing seismic vibrations of typical steel buildings using new multi-level yielding pipe damper
|
Zahrai, Seyed Mehdi |
|
2017 |
17 |
3 |
p. 983-998 |
artikel |
23 |
Reducing the in-plane effect of infill on steel moment frame
|
Keyvani Borujeni, A. |
|
2017 |
17 |
3 |
p. 1171-1181 |
artikel |
24 |
Results of generalized equilibrium path from form-finding of tensegrity structure
|
Lee, Seunghye |
|
2017 |
17 |
3 |
p. 1225-1231 |
artikel |
25 |
Seismic collapse margin of steel frame structures with symmetrically placed concentric braces
|
Tantely, Jeriniaina Sitraka |
|
2017 |
17 |
3 |
p. 969-982 |
artikel |
26 |
Shear resistance of buckling-restrained steel plate shear walls
|
Wei, Mu-Wang |
|
2017 |
17 |
3 |
p. 1233-1248 |
artikel |
27 |
Stability analysis of closely star-battened member of transmission tower
|
Han, Jun-ke |
|
2017 |
17 |
3 |
p. 949-956 |
artikel |
28 |
Stability of reticulated shell with steel panel as the bracing and time-varying structure for LNG tank during concrete dome casting
|
Zhai, Ximei |
|
2017 |
17 |
3 |
p. 1145-1156 |
artikel |
29 |
The evaluation of the previous models used to study the web post-buckling
|
Mai, Thi-Hang |
|
2017 |
17 |
3 |
p. 1131-1143 |
artikel |
30 |
Thermal and mechanical properties of structural steel SN400 at elevated temperatures
|
Choi, In-Rak |
|
2017 |
17 |
3 |
p. 999-1007 |
artikel |
31 |
The simple model for welded angle connections in fire
|
Saedi Daryan, Amir |
|
2017 |
17 |
3 |
p. 1009-1020 |
artikel |