In-plane cyclic testing of full-scale reinforced concrete frames with innovative isolated infill walls strengthened by highly ductile concrete-Reference-Cited by-同舟云学术

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In-plane cyclic testing of full-scale reinforced concrete frames with innovative isolated infill walls strengthened by highly ductile concrete

Published:2022-10 Issue: Volume:57 Page:104934
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Lyu Hao,Deng Mingke,Han Yagang,Ma Fudong,Zhang Yangxi

Funder

Xi'an Municipal Bureau of Science and Technology

National Natural Science Foundation of China

Ministry of Housing and Urban-Rural Development

Publisher

Elsevier BV

Subject

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

Reference61 articles.

1. Seismic behaviour of full-scale hollow bricks-infilled RC frames under cyclic loads;Su;Bull. Earthq. Eng.,2017

2. Designing infilled reinforced concrete frames with the “strong frame-weak infill” principle;Huang;Eng. Struct.,2016

3. Behavior and failure mechanisms of masonry-infilled RC frames (in low-rise buildings) subject to lateral loading;Basha;Eng. Struct.,2016

4. A critical review of methods for determining the damage states for the in-plane fragility of masonry infill walls;Xie;J. Earthq. Eng.,2020

5. Performance-based seismic design of nonstructural building components: the next frontier of earthquake engineering;Filiatrault;Earthq. Eng. Eng. Vib.,2014

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1. Multiple factors-based damage level assessment method of concrete structures based on evidential reasoning and particle swarm optimization;Engineering Structures;2024-10

2. Retrofit of damaged reinforced concrete frame by autoclaved aerated concrete blocks infill wall: Experimental validation and strength estimation;Journal of Building Engineering;2024-09

3. Seismic risk assessment of self-centering prestressed concrete frames with sliding and masonry infill walls: experimental and numerical models;Bulletin of Earthquake Engineering;2024-05-09

4. A novel Ductile Lightweight Fiber-Reinforced Concrete (DLFC) infill for seismic-prone zones: Experimental and numerical investigations;Structures;2024-05

5. Experimental and analytical studies of infill wall with sliding joints considering a door opening;Earthquake Engineering & Structural Dynamics;2024-03-04

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