Experimental study and associated numerical simulation of horizontally connected precast shear wall assembly
Author:
Affiliation:
1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education; Southeast University; Nanjing China
2. Institute for Infrastructure and Environment, School of Engineering; The University of Edinburgh; Edinburgh UK
Funder
National Science and Technology Pillar Program
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Reference28 articles.
1. Dynamic behavior of rocking and hybrid cantilever walls in a precast concrete building;Belleri;ACI Structural Journal,2014
2. Development of a precast concrete shear-wall system requiring special code acceptance;Bora;PCI Journal,2007
3. Pseudodynamic tests on a full-scale 3-storey precast concrete building: behavior of the mechanical connections and floor diaphragms;Bournas;Engineering Structures,2013
4. Development and testing of precast concrete beam-to-column connections;Choi;Engineering Structures,2013
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