The collapse margin ratio of steel frames considering the vertical component of earthquake ground motions

Author:

Hamidia Mohammadjavad,Shokrollahi Nima,Rasti Ardakani Reza

Publisher

Elsevier BV

Subject

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

Reference52 articles.

1. Evaluation of P-delta Effects in Non-deteriorating MDOF Structures from Equivalent SDOF Systems, 13th World Conference on Earthquake Engineering;Adam,2004

2. Amplification factors for inelastic dynamic p–Δ effects in earthquake analysis;Bernal;Earthq. Eng. Struct. Dyn.,1987

3. Soil-structure interaction effects on the seismic collapse capacity of steel moment-resisting frame buildings;Hamidia;Structures,2021

4. Seismic collapse safety of reinforced concrete buildings. I: Assessment of ductile moment frames;Haselton;J. Struct. Eng.,2011

5. Effectiveness of physics-based collapse criteria in seismic risk assessment of code-conforming low-rise RC framed structures;Pathak;Structures,2020

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