Experimental research and finite element analysis on seismic behavior of CFRP-strengthened seismic-damaged composite steel-concrete frame columns-Reference-Cited by-同舟云学术

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Experimental research and finite element analysis on seismic behavior of CFRP-strengthened seismic-damaged composite steel-concrete frame columns

Published:2018-01 Issue: Volume:155 Page:50-60
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Peng Sheng,Xu Chengxiang,Lu Mengxiao,Yang Jianming^ORCID

Funder

National Natural Science Foundation of China

Young and Middle-aged Scientific and Technological Innovation Team Foundation of Hubei Province of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Research advances of steel-concrete composite structural systems;Nie;J Build Struct,2010

2. Stochastic nonlinear behavior of reinforced concrete frames. I: Experimental investigation;Li;J Struct Eng,2016

3. A beam-column joint element for analysis of reinforced concrete frame structures;Zhang;Eng Struct,2016

4. Stochastic nonlinear behavior of reinforced concrete frames. II: numerical simulation;Feng;J Struct Eng,2016

5. Role of concrete confinement of wide-flange structural steel shape in steel reinforced concrete columns under cyclic loading;Chen;Eng Struct,2016

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1. Experimental study on seismic performance of crumb rubber aeolian sand concrete columns;Structures;2024-03

2. Influence of nylon fiber on the response of carbon fiber reinforced polymer (CFRP)-retrofitted RC frame under cyclic load;Asian Journal of Civil Engineering;2023-12-29

3. Analysis of the Seismic Performance of Rectangular Recycled Aggregate Concrete Columns with Different Parameters;Buildings;2023-07-11

4. Failure analysis of a CFRP mast of a racing sailboat;Engineering Failure Analysis;2023-07

5. Flexural strengthening of full-scale RC columns with Adhesively-bonded longitudinal CFRP plates: An experimental investigation;Journal of Building Engineering;2023-05

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