The collapse evaluation method of steel moment-resisting frames based on dynamic increase factor-Reference-Cited by-同舟云学术

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The collapse evaluation method of steel moment-resisting frames based on dynamic increase factor

Published:2023-12 Issue: Volume:58 Page:105515
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Wang Xiaofei,Wang Pengfei^ORCID,Ding Ke

Funder

Nanyang Normal University

Henan Provincial Science and Technology Research Project

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference37 articles.

1. ASCE/SEI 7-16. Minimum design loads and associated criteria for buildings and other structures [S]. American Society of Civil Engineers, 2016.

2. UFC 4-023-03. Design of buildings to resist progressive collapse. Department of Defence (DoD), 2013.

3. GSA-2016. Alternative path analysis and design guidelines for progressive collapse resistance. United States General Services Administration, Washington, DC, 2016.

4. Damage mechanics;Yu,1997

5. Damage theory and application;Yu,1993

Cited by 2 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. Component tests and numerical simulations of 3D steel frame structures for progressive collapse;Engineering Structures;2024-10

2. Test on progressive collapse of steel moment-resisting frame with upper-and-lower flange angle steel connection;Structures;2024-10

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