Percentile influence of beam column cross-sectional design on progressive collapse potential of low-rise reinforced concrete framed structure

Author:

Sheikh Tariq Ahmad,Banday J. M.,Pasupuleti Venkata Dilip Kumar

Publisher

Springer Science and Business Media LLC

Reference33 articles.

1. GSA-General Service Administration (2016) Progressive collapse analysis and design guideline for new federal office buildings and major modernisation projects, Washington

2. DoD-Department of Defense (2009) Design of building to resist progressive collapse. Unified Facility Criteria, UFC-4–023–03, Washington

3. P100-1/2006 (2006) Seismic design code–part I: design rules for buildings, MTCT, Bucharest

4. R EN 1998-1/NA (2008) Eurocode 8: design of structures for earthquake resistance–part 1: general rules, seismic actions and rules for buildings, ASRO, Bucharest

5. ASCE 41-06 (2006) Seismic rehabilitation of existing buildings, American Society of Civil Engineers. ISBN 970-0-7844-0884-1, Reston, Virginia, USA

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