Fragility curves for typical steel frames with semi-rigid saddle connections-Reference-Cited by-同舟云学术

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Fragility curves for typical steel frames with semi-rigid saddle connections

Published:2016-03 Issue: Volume:118 Page:231-242
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kiani Amir,Mansouri Babak,Moghadam Abdolreza S.

Funder

IIEES (International Institute of Earthquake Engineering and Seismology)

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. Damage Investigation Caused by Bam Earthquake 2003 in Public Buildings;Zea'ati,2003

2. Performance Assessment of Steel Braced Frames with Saddle Connections Using Capacity Spectrum Method;Amiri,2004

3. Earthquake Engineering, fundamentals and application;Moghadam,2002

4. Study of a semi-rigid steel braced building damaged in the Bam earthquake;Hosseini Hashemi;J. Constr. Steel Res.,2008

5. Prestandard and Commentary for the Seismic Rehabilitation of Buildings;FEMA 356,2000

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1. Study on the influence of structural and ground motion uncertainties on the failure mechanism of transmission towers;EARTHQ STRUCT;2024

2. Experimental investigation of rigid khorjini connections using reduced beam sections with diagonal and horizontal-vertical stiffeners;Structures;2023-11

3. Seismic vulnerability assessment of exterior semi-rigid RBS-column connections using experimental fragility functions;Innovative Infrastructure Solutions;2023-04

4. Development of analytical seismic fragility functions for the common buildings in Iran;Bulletin of Earthquake Engineering;2022-05-23

5. Experimental and numerical evaluation of the mechanical characteristics of semi‐rigid saddle connections;The Structural Design of Tall and Special Buildings;2022-01-09

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