Design-Oriented Approaches for Progressive Collapse Assessment: Load-Factor vs. Ductility-Centred Methods-Reference-Cited by-同舟云学术

Design-Oriented Approaches for Progressive Collapse Assessment: Load-Factor vs. Ductility-Centred Methods

Published:2009-04-29 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2009
language:
Short-container-title:

Author:

Izzuddin Bassam A.,Nethercot David A.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41031%28341%29198

Reference11 articles.

1. Department of Defense Unified Facilities Criteria Design of Buildings to Resist Progressive Collapse UFC 4-023-03 Washington DC USA 2005.

2. General Services Administration Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects Washington DC USA 2003.

3. Office of the Deputy Prime Minister The Building Regulations 2000 Part A Schedule 1: A3 Disproportionate Collapse London UK 2004.

4. Izzuddin B.A. Ductility Assessment for an Idealized Elasto-Plastic Structural System Subject to an Instantaneous Applied Load Internal discussion document Imperial College London UK 2004.

5. Assessment of progressive collapse in multi-storey buildings

Cited by 12 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. Introduction;Progressive Collapse Resilience of Concrete Structures: Mechanisms, Simulations and Experiments;2023

2. Experimental and Numerical Study on the Robustness of Full-Scale Volumetric Steel Module under Sudden Support Removal Scenarios;Journal of Performance of Constructed Facilities;2022-02

3. Simplified Methods for Progressive Collapse Assessment of Frame Structures;Journal of Structural Engineering;2021-11

4. The Weakness of Robustness;Journal of Structural Engineering;2021-11

5. A non-iterative progressive collapse design method for RC structures based on virtual thermal pushdown analysis;Engineering Structures;2019-06