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1 Structural behavior of the stiffened double-skin profiled composite walls under compression
Qin, Ying;Li, Yong-Wei;Lan, Xu-Zhao;Su, Yu-Sen;Wang, Xiang-Yu;Wu, Yuan-De; / Techno-Press , v.31, no.1, pp.1-12,
2 Axial capacity of reactive powder concrete filled steel tube columns with two load conditions
Wang, Qiuwei;Shi, Qingxuan;Xu, Zhaodong;He, Hanxin; / Techno-Press , v.31, no.1, pp.13-25,
3 Shear lag effect in steel-concrete composite beam in hogging moment
Luo, Da;Zhang, Zhongwen;Li, Bing; / Techno-Press , v.31, no.1, pp.27-41,
4 Computation of mixed-mode stress intensity factors in functionally graded materials by natural element method
Cho, J.R.; / Techno-Press , v.31, no.1, pp.43-51,
5 Numerical simulation of Y-type perfobond rib shear connectors using finite element analysis
Kim, Kun-Soo;Han, Oneil;Gombosuren, Munkhtulga;Kim, Sang-Hyo; / Techno-Press , v.31, no.1, pp.53-67,
6 Experimental behavior of VHSC encased composite stub column under compression and end moment
Huang, Zhenyu;Huang, Xinxiong;Li, Weiwen;Mei, Liu;Liew, J.Y. Richard; / Techno-Press , v.31, no.1, pp.69-83,
7 Nonlinear seismic performance of code designed perforated steel plate shear walls
Barua, Kallol;Bhowmick, Anjan K.; / Techno-Press , v.31, no.1, pp.85-98,
8 Direct analysis of steel frames with asymmetrical semi-rigid joints
Chan, Jake L.Y.;Lo, S.H.; / Techno-Press , v.31, no.1, pp.99-112,