Difference Analysis and Correlation Transformation of the Load-Resisting Capacities of Frame Assemblies with Various Scales-Reference-Cited by-同舟云学术

Difference Analysis and Correlation Transformation of the Load-Resisting Capacities of Frame Assemblies with Various Scales

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tan Zheng¹,Zhong Wei-hui²,Qiu Ying-zhao³,Meng Bao⁴,Zheng Yu-hui³,Duan Shi-chao³,Wu Hao⁵

Affiliation:

1. Postdoctoral, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Lecturer, Key Laboratory of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

2. Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Professor, Key Laboratory of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China (corresponding author).

3. Research Student, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

4. Associate Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

5. Lecturer, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13427

Reference50 articles.

1. ABAQUS. 2014. Theory manual, version 6.14.1. Providence, RI: Dassault Systèmes Simulia.

2. Experimental and FE study on strengthened steel beam-column joints for progressive collapse robustness under column-loss event

3. Investigation of different steel intermediate moment frame connections under column-loss scenario

4. Response of partially-restrained bolted beam-to-column connections under cyclic loads

5. Evaluation of Seismic Performance of Existing Steel Buildings

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of composite slabs with profiled steel decks on robustness evaluation of beam–column assemblies;Journal of Building Engineering;2024-11