2020 Vol. 35, No. 8

Research
Tests on Moment Resistant Frame Connection with Replaceable Angles
Yiyi Chen, Xiuzhang He
2020, 35(8): 1-16. doi: 10.13206/j.gjgSE20042701
Abstract:
A concept of moment resistant frame structure with beam-to-column connection by replaceable angles that link the flanges of steel beams has been proposed and experimentally studied. It is expected that structural damage shall be concentrated on the a...
Experimental Study on High Temperature Accelerated Aging of Titanium-Zinc Honeycomb Core in Taizicheng Railway Station
Honghu Jiang, Jiefei Jiang, Qian Zhang, Jianguo Cai
2020, 35(8): 17-23. doi: 10.13206/j.gjgS20040201
Abstract:
The honeycomb panel structure is composed of two upper and lower panels and a honeycomb core in the middle. It has the characteristics of light weight, high strength and high rigidity, and is widely used in the fields of aerospace, ships, automobiles...
Analysis of Flexural Behavior of Steel-UHPC Composite Girders Based on Plastic Damage Model
Jingwei Zhu, Gongfeng Xin, Chuanchang Xu, Heng Zhang, Yue Wang
2020, 35(8): 24-32. doi: 10.13206/j.gjgS20051001
Abstract:
A steel-UHPC composite girder is a new girder type whose steel girder is connected to a UHPC slab by shear connectors. Compared to the steel-conventional composite girder, the slab thickness of steel-UHPC composite girder can be greatly reduced due t...
Comparison of Chinese and US Code
Comparisons Between Chinese and American Standards on Bolted Connection Design
Yongjiu Shi
2020, 35(8): 33-56. doi: 10.13206/j.gjgS20052506
Abstract:
Bolt connections with the advantages of high reliability, fast fabrication and easy disassembly, have become the primary connection method in steel and composite construction. AISC 360-16 Specification for Structural Steel Buildings published by Amer...
Hot Spot Analysis of Steel Structures
2020, 35(8): 57-58.
Abstract: