2021 Vol. 36, No. 12

Research
Finite Element Analysis on Seismic Behavior of A New Prefabricated Corrugated Steel Plate and Polyurethane Composite Shear Wall
Qiang Xu, Haowen Liu, Wentao Qiao, Chao Wang
2021, 36(12): 1-8. doi: 10.13206/j.gjgS21051102
Abstract:
In addition to good thermal insulation performance, polyurethane has certain caking property, tensile, compressive, and shear strength, can effectively restrict the out-plane buckling of the steel plate. At the same time,the cement board is placed on...
Influence Analysis of Axial Compression Ratio on the Performance of Core-Grouted Assembled Thin-Walled Steel Tube-Reinforced Concrete Composite Shear Wall
Shuai Xu, Yan Li
2021, 36(12): 9-14. doi: 10.13206/j.gjgS21040602
Abstract:
As a new type of shear wall system, core-grouted assembled thin-walled steel tube-reinforced concrete composite shear wall avoids the difficulty of core pulling of assembly shear wall. Besides, the amount of steel is not increased much, which means i...
Research on the Effect of Joint Deviation on the Mechanical Performance of Arc-Shaped Tubular Truss
Jiachen Liu, Jinghai Gong
2021, 36(12): 15-22. doi: 10.13206/j.gjgS20121301
Abstract:
In spatial tubular truss structure, in order to avoid the concentration of weld seams caused by truss chord connections and tubular nodes, the construction method of joint deviation is often used. When segments with different arc curvature exist, joi...
Finite Element Analysis of Transfer-Bracket Joints of Concrete-Filled Steel Tubular Columns
Junming Jiang, Hongliang Liu, Qiaosheng Chen
2021, 36(12): 23-31. doi: 10.13206/j.gjgS21021802
Abstract:
At present,for the connection of steel box beam,its end is usually directly welded to the surface of supporting steel members.This connection method not only has high technical requirements for welding,but also is easy to produce defects at the weld,...
Design
Integrated Design of Steel Structure and Metal Roof of Special-shaped Large-span Exhibition Hall in Shaoxing Exhibition Center
Xiang Ye, Lu Li, Hongwei Li, Zhonghua Liu, Shilin Guan
2021, 36(12): 32-43. doi: 10.13206/j.gjgS21012802
Abstract:
The Exhibition Hall 1 of the Phase I Area B Project of Shaoxing International Convention and Exhibition Center has a rhythmic staggered roof with a non-column span of 72 meters.The design and construction of the steel structure and metal roof system ...
Comparison of Chinese and US Code
Comparisons Between Chinese and American Standards on End-Plate Connection Design
Yongjiu Shi, Xianglin Yu
2021, 36(12): 44-72. doi: 10.13206/j.gjgS21110202
Abstract:
Bolted end plate connections are one of the main joints in prefabricated steel structures and composite structures. They are widely used in multi-story steel frame structures and portal frame steel structures. Bolted end plate connection has the uniq...
Hot Spot Analysis of Steel Structures
2021, 36(12): 73-73.
Abstract:
2021, 36(12): 74-77.
Abstract: