Assessment of seismic inelastic displacement profiles of steel MRFs by means of modal behavior factors-Reference-Cited by-同舟云学术

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Assessment of seismic inelastic displacement profiles of steel MRFs by means of modal behavior factors

Published:2023-12 Issue: Volume:175 Page:108218
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Kalapodis Nicos A.,Muho Edmond V.^ORCID,Qian Jiang,Zhou Ying

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference21 articles.

1. Seismic design methods for steel building structures;Papagiannopoulos,2021

2. Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes;Hatzigeorgiou;Eng Struct,2009

3. Eurocode 8. Design of structures for earthquake resistance, Part 1: general rules, seismic actions and rules for buildings,2004

4. Effect of inelastic behavior on the response of simple systems to earthquake motions;Veletsos,1960

5. Estimation of seismic drift demands for frame structures;Gupta;Earthq Eng Struct Dynam,2000

Cited by 1 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. Application and Validation of a Simplified Approach to Evaluate the Seismic Performances of Steel MR-Frames;Applied Sciences;2024-01-25

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