Simulation of the dynamic response of steel moment frames following sudden column loss. Experimental calibration of the numerical model and application-Reference-Cited by-同舟云学术

Simulation of the dynamic response of steel moment frames following sudden column loss. Experimental calibration of the numerical model and application

Published:2018-02 Issue:1 Volume:11 Page:57-64
ISSN:1867-0520
Container-title:Steel Construction
language:en
Short-container-title:

Author:

Marginean Ioan¹,Dinu Florea¹²,Dubina Dan¹²

Affiliation:

1. Politehnica University of Timisoara; Department of Steel Structures and Structural Mechanics; Ioan Curea 1 300224 Timisoara Romania

2. Romanian Academy; Center for Fundamental and Advanced Technical Research; Mihai Viteazul 24 300223 Timisoara Romania

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. DoD. Unified facilities criteria: Design of buildings to resist progressive collapse Washington (DC), US United States Department of Defense 2016

2. Computational Simulation of Gravity-Induced Progressive Collapse of Steel-Frame Buildings: Current Trends and Future Research Needs;El-Tawil;Journal of Structural Engineering,2014

3. Considerations for Robustness in the Design of Steel and Composite Frame Structures;Stylianidis;Structural Engineering International,2017

4. Experimental and analytical progressive collapse assessment of a steel frame building;Song;Engineering Structures,2013

5. Best practices for reducing the potential for progressive collapse in buildings

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