Response modification factor for steel moment-resisting frames by different pushover analysis methods-Reference-Cited by-同舟云学术

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Response modification factor for steel moment-resisting frames by different pushover analysis methods

Published:2012-12 Issue: Volume:79 Page:83-90
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Izadinia Mohssen,Rahgozar Mohammad Ali,Mohammadrezaei Omid

Publisher

Elsevier BV

Subject

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

Reference26 articles.

1. Evaluations of existing buildings for seismic risk — a case study of Puget Sound Naval Shipyard, Bremerton, Washington;Freeman,1975

2. Substitute structure method for seismic design in reinforced concrete division;Shibata;J. Struct. Div. ASCE,1976

3. Simple nonlinear seismic analysis of R/C structures;Saiidi;J. Struct. Div. ASCE,1981

4. N2 — a method for non-linear seismic damage analysis of regular buildings;Fajfar,1998

5. A pushover procedure for tall buildings;Moghadam,2002

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1. Verification of seismic design coefficients of multi-story steel buildings considering bidirectional earthquake loading;Journal of Constructional Steel Research;2024-10

2. Effect of Beam-Column Connection Types on the Response Modification Factors of Steel Frames;International Journal of Steel Structures;2024-01-28

3. Developments in Quantifying the Response Factors Required for Linear Analytical and Seismic Design Procedures;Buildings;2024-01-16

4. Damage distribution mechanism of common low-rise steel frame structures;Structures;2023-11

5. Investigation of effective parameters on seismic performance of steel frames with CFST columns;Structures;2023-10

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