| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A concise hysteretic model of structural steel considering the Bauschinger effect
|
Yamada, Satoshi
|
|
2016
|
16 |
3 |
p. 671-683
|
article
|
| 2 |
Behavior of thin-walled circular hollow section stub columns under axial compression
|
Guo, Lanhui
|
|
2016
|
16 |
3 |
p. 777-787
|
article
|
| 3 |
Cardiff theory: Web panel aspect ratio limits and their relation with inclination angle of membrane tensile yield strength
|
ELamary, Ahmed S.
|
|
2016
|
16 |
3 |
p. 799-806
|
article
|
| 4 |
Comparative evaluation of probabilistic uncertainty-propagations to seismic collapse capacity of low-rise steel moment-resisting frames
|
Shin, Dong-Hyeon
|
|
2016
|
16 |
3 |
p. 887-900
|
article
|
| 5 |
Cyclic behavior of Q345GJ steel used in energy dissipation shear links
|
Liu, Xiao-Gang
|
|
2016
|
16 |
3 |
p. 697-704
|
article
|
| 6 |
Deflection of castellated beams subjected to uniformly distributed transverse loading
|
Yuan, Wei-bin
|
|
2016
|
16 |
3 |
p. 813-821
|
article
|
| 7 |
Dual-steel portal frame design to withstand a fire exposure of 45 minutes
|
García, H.
|
|
2016
|
16 |
3 |
p. 705-717
|
article
|
| 8 |
Eigenvalue analysis of flexural-torsional buckling of angle-bar stiffened plates
|
Rahbar-Ranji, Ahmad
|
|
2016
|
16 |
3 |
p. 823-830
|
article
|
| 9 |
Elasto-plastic behavior of composite beam connected to RHS column, experimental test results
|
Eslami, Mohammadreza
|
|
2016
|
16 |
3 |
p. 901-912
|
article
|
| 10 |
Experimental model of the behaviour of bolted angles connections with stiffeners
|
Maali, Mahyar
|
|
2016
|
16 |
3 |
p. 719-733
|
article
|
| 11 |
Experimental study of the behavior of circular column-foundation connections according to the internal reinforcement of the column
|
Kim, Hee-Ju
|
|
2016
|
16 |
3 |
p. 877-885
|
article
|
| 12 |
Experimental study of using cantilever type steel plates for passive energy dissipation
|
Kim, Young J.
|
|
2016
|
16 |
3 |
p. 959-974
|
article
|
| 13 |
Experimental study on hysteretic behaviors of the deep beams infilled steel frame
|
Xu, Yinglu
|
|
2016
|
16 |
3 |
p. 947-958
|
article
|
| 14 |
Experimental study on structural performance of the new shaped weak-axis connection in full-scale test
|
Lee, Eun-Taik
|
|
2016
|
16 |
3 |
p. 685-696
|
article
|
| 15 |
Experimental study on the dynamic behavior of a cylindrical liquid storage tank subjected to seismic excitation
|
Park, Jang Ho
|
|
2016
|
16 |
3 |
p. 935-945
|
article
|
| 16 |
Flexural-Torsional buckling tests of cold-formed lipped Channel beams under restrained boundary conditions
|
Kandasamy, R.
|
|
2016
|
16 |
3 |
p. 765-776
|
article
|
| 17 |
Free vibration analysis of a steel T-Shape frame including semi-rigid Khorjini connection with continuous beam
|
Moussemi, Mojtaba
|
|
2016
|
16 |
3 |
p. 657-669
|
article
|
| 18 |
Geometry and mechanical behaviour of radially retractable roof structures during the movement process
|
Cai, Jianguo
|
|
2016
|
16 |
3 |
p. 755-764
|
article
|
| 19 |
Implementing designer’s preferences using fuzzy logic and Genetic Algorithm in structural optimization
|
Yazdi, Hassanali Mosalman
|
|
2016
|
16 |
3 |
p. 987-995
|
article
|
| 20 |
Investigations on influence of erection process on buckling of large span structures by a novel numerical method
|
Zhao, Zhongwei
|
|
2016
|
16 |
3 |
p. 789-798
|
article
|
| 21 |
Structural performance of steel plate shear walls with trapezoidal corrugations and centrally-placed square perforations
|
Bahrebar, Milad
|
|
2016
|
16 |
3 |
p. 845-855
|
article
|
| 22 |
Study on behaviour of angle shear connector in steel-concrete composite structures
|
Balasubramanian, Raguvaran
|
|
2016
|
16 |
3 |
p. 807-811
|
article
|
| 23 |
Topology optimization method of lattice structures based on a genetic algorithm
|
Feng, Ruo-qiang
|
|
2016
|
16 |
3 |
p. 743-753
|
article
|
Journal description