Direct displacement-based design of the linked column steel frame system, Part 2: Development and verification-Reference-Cited by-同舟云学术

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Direct displacement-based design of the linked column steel frame system, Part 2: Development and verification

Published:2021-06 Issue: Volume:31 Page:29-48
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

Reference38 articles.

1. Impact of higher strength steels on local buckling and overstrength in EBFs.;Arce,2002

2. Minimum design loads for buildings and other structures;ASCE7-10,2010

3. Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-16;AISC,2016

4. Iranian code of practice for seismic resistant design of buildings: Standard No. 2800;BHRC-2800,2014

5. Eurocode 8: Design provisions for earthquake resistant structures;CEN EN 1998-1,2004

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic vibration control of steel buildings with irregular plan using linked column;Journal of Constructional Steel Research;2024-06

2. A new performance‐based seismic design method using endurance time analysis for linked column frame system and a comparison of structural systems and seismic analysis methods;The Structural Design of Tall and Special Buildings;2024-02-28

3. Effectiveness of a Design Procedure for Linked Column Framed Systems in the Framework of Eurocodes;Lecture Notes in Civil Engineering;2024

4. Design procedure for failure mode control of linked column frames;Engineering Structures;2023-12

5. Study of steel buildings with LCF system under critical mainshock-aftershock sequence: Evaluation of fragility curves and estimation of the response modification factor by artificial intelligence;Structures;2023-10

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