Demountable shear wall with rocking boundary columns for precast concrete buildings in high seismic regions
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference53 articles.
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2. Nonlinear cyclic behaviour of precast concrete frame sub-assemblies with “dry” end plate connection;Aninthaneni;Structures,2018
3. Analytical and numerical investigation of “dry” jointed precast concrete frame sub-assemblies with steel angle and tube connections;Aninthaneni;Bull Earthq Eng,2019
4. Experimental investigation of “dry” jointed precast concrete frame sub-assemblies with steel angle and tube connections;Aninthaneni;Bull Earthq Eng,2020
5. Development of a monolithic-like precast beam-column moment connection: Experimental and analytical investigation;Senturk;Eng Struct,2020
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1. Seismic performance of precast concrete walls with replaceable steel slit connections for high-rise buildings;Innovative Infrastructure Solutions;2024-01-28
2. Seismic performance of soft rock tunnel under composite support conditions;Journal of Vibroengineering;2024-01-21
3. Numerical analysis of inclined demountable precast concrete walls with rocking-based composite columns for seismic protection of building structures;Journal of Building Engineering;2023-09
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5. Experimental study on seismic behaviour of fully bolted concrete shear walls;Archives of Civil and Mechanical Engineering;2023-05-13
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