2020 Vol. 35, No. 12

Research
Finite Element Analysis of Seismic Behavior of Self-Centering Concrete-Filled Square Steel Tubular Column-Steel Beam Joint with Slotted Energy Dissipation Plate
Zihan Jia, Xiantie Wang, Chuandong Xie, Jiaping Zhang, Yiwei Gu
2020, 35(12): 1-7. doi: 10.13206/j.gjgS20091601
Abstract:
Self-centering structure is a new type of resumable structure, which can effectively control the residual deformation after earthquake and can be restored after a little maintenance. In recent years, self-centering structure has become a hot spot in ...
Experimental Research on Low-Yield-Point Steel Shear Dampers
Zucheng Yao, Wei Wang
2020, 35(12): 16-21. doi: 10.13206/j.gjgS20091801
Abstract:
A new shear metal damper with square tubes serving as out-of-plane stiffeners is proposed. The damper is mainly composed of a core plate, square tubes welded to the core plate, flange plates at two sides and connectors for installation. In this displ...
Analysis of Interaction Between Infill Plate and Frame in Steel Corrugated Shear Walls
Chao Dou, Yangze Zhu, Cheng Xie, Zhidong Xie
2020, 35(12): 22-28. doi: 10.13206/j.gjgS20082602
Abstract:
With the development of high-rise buildings, horizontal load has become a key factor in structural design. Steel plate shear walls (SPSWs) are widely utilized in practical engineering due to its superior lateral resistant performance. Researchers hav...
The Influence of Coupling Action of Coupling Beam on Stability and Deformation of Coupled Steel Plate Shear Wall
Xinghuang Wu, Jiping Hao, Weihui Zhong, Weifeng Tian
2020, 35(12): 29-35. doi: 10.13206/j.gjgS20111501
Abstract:
Coupled steel plate shear wall is a new type of lateral resisting system by linking coupling beam between steel plate shear walls. The introduction of coupling beam changes the anti-overturning mechanism, thus affecting the column's stability and str...
Research on Hysteretic Behaviour of Coupled Steel Plate Shear Wall Structures Based on Coupling Ratio
Borui Wu, Jiping Hao, Weifeng Tian, Weihui Zhong
2020, 35(12): 36-42. doi: 10.13206/j.gjgS20091501
Abstract:
Steel plate shear wall structure is a kind of anti-side force structural system that uses steel plates embedded in steel frames as the basic structural unit. Using connecting beams, two steel plate shear walls are connected to form a joint steel plat...
Parametric Analyses on Lateral Performance About Modular Composite Shear Wall with Double Steel Plates and Infill Concrete
Dong Liu, Yongjiu Shi, Xianglin Yu, Chengliang Tu
2020, 35(12): 43-49. doi: 10.13206/j.gjgS20120701
Abstract:
A new modular composite shear wall with double steel plates and infill concrete is proposed for increasing lateral resistance of steel frame. The shear wall module is connected to the upper and lower beams by bolting. The wall modules are prefabricat...
The Direct Strength Method for Interactive Buckling Resistance of Axial Compression Members Made of Non-Linear Metallic Materials
Huanxin Yuan, Fei Yang, Xinxi Du, Lu Yang
2020, 35(12): 50-57. doi: 10.13206/j.gjgS20112702
Abstract:
Stainless steel and aluminum alloy were classified as the non-linear metallic materials due to the absence of obvious yielding point and yielding plateau. When the member cross-sectional stress level increases beyond the proportional limit strength t...
Hot Spot Analysis of Steel Structures
2020, 35(12): 58-58.
Abstract:
2020, 35(12): 59-61.
Abstract: