Hysteretic Performance Analysis of Prefabricated Steel-Concrete Composite Edge Joints Considering Floor Composite Effects-Reference-Cited by-同舟云学术

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Hysteretic Performance Analysis of Prefabricated Steel-Concrete Composite Edge Joints Considering Floor Composite Effects

Published:2024-06-25 Issue: Volume: Page:1-30
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Lu Diancheng¹,Shang Yuqing²,Wu Chenglong²,Wang Xiujun³,Huang Yunchang³

Affiliation:

1. Qingdao University of Technology Construction Consulting Co., Ltd., Qingdao University of Technology, Qingdao, China

2. School of Civil Engineering, Qingdao University of Technology, Qingdao, China

3. The Fourth Construct on Co, Ltd., of China Construction Eighth Engineering Division, Qingdao, China

Funder

National Natural Science Foundation of China

Shandong Provincial Natural Science Foundation

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2370858

Reference39 articles.

1. AISC (American Institute of Steel Construction). 2016a. “Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications ANSI/AISC 358-16.”

2. AISC (American Institute of Steel Construction). 2016b. “Seismic Provisions for Structural Steel Buildings ANSI/AISC 341–16.”

3. Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints

4. Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads

5. Seismic study on an innovative fully-bolted beam-column joint in prefabricated modular steel buildings

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