Simple Truss Model to estimate the shear strength of short links in the Eccentrically Braced Frame (EBF) steel system-Reference-Cited by-同舟云学术

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Simple Truss Model to estimate the shear strength of short links in the Eccentrically Braced Frame (EBF) steel system

Published:2023-07 Issue: Volume:188 Page:110811
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Almasabha Ghassan^ORCID,Al-Mazaidh Ra’ed^ORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Structural Characteristics of Eccentric K-Braced Frames;Fujimoto,1972

2. On the rigidity and ductility of steel bracing assemblage;Tanabashi,1974

3. Eccentrically braced frames for earthquakes;Roeder;J. Struct. Div. ASCE,1978

4. Behavior of Long Links in Eccentrically Braced Frames;Engelhardt,1989

5. Characteristics of eccentrically braced frames;Hjelmstad;J. Struct. Eng.,1984

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1. Vibrational behavior of porous composite laminated plates using four unknown integral shear deformation theory;STEEL COMPOS STRUCT;2024

2. Numerical Parameter Analysis of High-Strength Steel Frame with Y-Eccentric Brace Using Variable Replaceable Link;Buildings;2024-07-12

3. Seismic performance of very short links in eccentrically braced substructures;Journal of Constructional Steel Research;2024-05

4. Sustainable Seismic Performance of Diagrid Core-Tube Structure with Replaceable Steel Coupling Beam;Sustainability;2024-03-25

5. Mechanical Properties and Influence Factors of Ordinary Shear Links;Buildings;2024-01-09

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