Direct displacement-based design of the linked column steel frame System, Part 1: Modeling and yield drift evaluation-Reference-Cited by-同舟云学术

Direct displacement-based design of the linked column steel frame System, Part 1: Modeling and yield drift evaluation

Published:2021-06 Issue: Volume:31 Page:341-356
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Tazarv Javad,Mohebkhah Amin

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference20 articles.

1. AISC 341. 2016. Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-16. American Institute of Steel Construction, Chicago, IL.

2. BHRC-2800. 2014. Iranian code of practice for seismic resistant design of buildings: Standard No. 2800 (4th ed.). Tehran: Road, Housing and Urban Development Research Center.

3. Development of linked column frame system for seismic lateral loads;Dusicka;Struct Eng Res Front,2007

4. Investigation of replaceable sacrificial steel links;Dusicka,2010

5. FEMA P695. 2009. Quantification of building seismic performance factors. Washington, D.C, Technical Report P695, Applied Technology Council for the Federal Emergency Management Agency.

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