The global collapse resistance capacity of a seismic-damaged SRC frame strengthened with an enveloped steel jacket-Reference-Cited by-同舟云学术

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The global collapse resistance capacity of a seismic-damaged SRC frame strengthened with an enveloped steel jacket

Published:2021-10 Issue: Volume:33 Page:3433-3442
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Xu Chengxiang,Guo Can,Xu Qiqi,Yang Zhao

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hubei Province

Publisher

Elsevier BV

Subject

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

Reference33 articles.

1. Behavior of square fiber reinforced polymer-high-strength concrete-steel double-skin tubular columns under combined axial compression and reversed-cyclic lateral loading;Idris;Eng Struct,2016

2. Analytical model for predicting response and flexure-shear resistance of composite beams combining reinforced ultrahigh performance fiber-reinforced concrete and reinforced concrete;Noshiravani;J Struct Eng,2014

3. Experimental study and numerical simulation of a new prefabricated SRC column to steel beam composite joint;Yu;Structures,2020

4. Experimental research and finite element analysis on seismic behavior of CFRP-strengthened seismic-damaged composite steel-concrete frame columns;Peng;Eng Struct,2018

5. Study on seismic behavior of encased steel jacket-strengthened earthquake-damaged composite steel-concrete columns;Xu;J Build Eng,2018

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1. IDA-Based Seismic Fragility Analysis of a Concrete-Filled Square Tubular Frame;Buildings;2024-08-28

2. Ambient Vibration Analysis of Diversion Pipeline in Mount Changlong Pumped-Storage Power Station;Applied Sciences;2024-03-06

3. Study on the seismic performance of prestressed steel-concrete vierendeel truss transfer story frame;Structures;2023-11

4. Stress strain response of pre-damaged concrete confined with recycled steel straps- A green confining material;Journal of Building Engineering;2023-09

5. Influence of staggered floor and unequal height of left and right beam on seismic behavior of CFSST column-to-HSS beam composite frames;Journal of Building Engineering;2023-05

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