Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests-Reference-Cited by-同舟云学术

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Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests

Published:2017-02 Issue: Volume:132 Page:684-694
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Cui Ye,Lu Xilin,Jiang Chun

Funder

National Nature Science Foundation of China

State Key Laboratory of Disaster Reduction in Civil Engineering

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Seismic response of precast prestressed concrete frames with partially debonded tendons;Priestley;PCI J,1993

2. Model precast concrete beam-to-column connections subject to cyclic loading;Cheok;PCI J,1993

3. Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons;Priestley;PCI J,1996

4. Seismic behavior and design of unbonded post-tensioned precast concrete frames;El-Sheikh;PCI J,1999

5. A simplified analysis method for characterizing unbonded post-tensioned precast wall systems;Aaleti;Eng Struct,2009

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2. Seismic behavior of a self-centering beam-to-column joint using low-yield arc steel plates for dissipating energy;Journal of Building Engineering;2024-10

3. Seismic Vulnerability Assessment of Self-Centering Prestressed Concrete Frames with and without Masonry Infill Walls: Experimental and Numerical Models;Journal of Structural Engineering;2024-08

4. Hysteretic behavior of the corroded recycled aggregate concrete columns with ultra-high strength bars;Advances in Structural Engineering;2024-06-11

5. Shaking table test of a controlled rocking reinforced concrete frame with column-end hinge joint;Journal of Building Engineering;2024-06

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