Effects of soil‐structure interaction and lateral design load pattern on performance‐based plastic design of steel moment resisting frames-Reference-Cited by-同舟云学术

Effects of soil‐structure interaction and lateral design load pattern on performance‐based plastic design of steel moment resisting frames

Published:2019-06-06 Issue: Volume: Page:e1624
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Ganjavi Behnoud¹^ORCID,Gholamrezatabar Abolfazl²,Hajirasouliha Iman³^ORCID

Affiliation:

1. Department of Civil EngineeringUniversity of Mazandaran Babolsar Iran

2. Department of Civil EngineeringAryan Institute of Science and Technology Babol Iran

3. Department of Civil and Structural EngineeringUniversity of Sheffield Sheffield UK

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1624

Reference52 articles.

1. T.A.Gilmore V.V.Bertero. “Seismic performance of a 30‐story building located on soft soil and designed according to UBC 1991 Berkeley” Earthquake Engineering Research Center University of California UCB/EERC‐93/041993

2. Toward more rational criteria for determination of design earthquake forces

3. New Lateral Force Distribution for Seismic Design of Structures

4. Behavior of Steel Structures in Seismic Areas 2000 Balkema Rotterdam L. Martinelli F. Perotti A. Bozzi F. Mazzolani R. Tremblay Seismic design and response of a 14‐story concentrically braced steel building 327

5. Seismic performance evaluation for steel MRF: non linear dynamic and static analyses

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