Influence of modelling of steel link beams on the seismic response of EBFs-Reference-Cited by-同舟云学术

Influence of modelling of steel link beams on the seismic response of EBFs

Published:2016-11 Issue: Volume:127 Page:459-474
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bosco Melina,Marino Edoardo M.,Rossi Pier Paolo

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. Modelling of steel link beams of short, intermediate or long length;Bosco;Eng Struct,2015

2. Elastoplastic model for steel buckling-restrained braces;Zona;J Constr Res,2012

3. Importance of isotropic hardening in the modeling of buckling restrained braces;Rossi;J Struct Eng,2015

4. Engelhardt MD, Popov EP. Behavior of long links in eccentrically braced frames. Earthquake Engineering Research Center, Report No. UCB/EERC-89/01. University of California, Berkeley; 1989.

5. Seismic behavior of active beam links in eccentrically braced frames;Hjelmstad,1983

Cited by 10 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 performance of eccentrically braced frames with short-links: IDA approach using chilean earthquakes;Journal of Building Engineering;2023-10

2. Seismic performance and cost comparative analysis of steel braced frames designed in the framework of EC8;Engineering Structures;2021-08

3. Experimental and analytical study in determining the seismic performance of the ELBRF-E and ELBRF-B braced frames;STEEL COMPOS STRUCT;2020

4. Experimental study of failure mechanisms in elliptic-braced steel frame;STEEL COMPOS STRUCT;2020

5. Numerical study on stainless steel I-shaped links on eccentrically braced frames;Journal of Constructional Steel Research;2019-08