Cyclic response of precast concrete shear walls with reduced grouted sleeves or corrugated metallic duct splices-Reference-Cited by-同舟云学术

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Cyclic response of precast concrete shear walls with reduced grouted sleeves or corrugated metallic duct splices

Published:2023-07 Issue: Volume:18 Page:e01822
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Xue Weichen,Huang Qian,Yang Jialin,Li Zhijie

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China-Guangdong Joint Fund

National Natural Science Foundation of China

Ministry of Science and Technology of the People's Republic of China

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference26 articles.

1. An Introduction to Seismic Building Shear Walls;Guyer,2015

2. Seismic Design of Reinforced and Precast Concrete Buildings;Englekirk,2003

3. Precast Concrete Structures;Steinle,2019

4. Precast/Prestressed Concrete Institute (PCI), PCI Design Handbook, Chicago, IL, 2017.

5. Grout-filled pipe splices for precast concrete construction;Einea;PCI J.,1995

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1. Post-fire mechanical properties of full-grouted sleeve connection with different grouting defects;Case Studies in Construction Materials;2024-12

2. Seismic performance of precast steel fiber reinforced lightweight aggregate concrete shear walls assembled with a socket horizontal joint;Journal of Building Engineering;2024-08

3. Mechanical behavior of grouted sleeve connection for rebars in precast concrete structures and reliability analysis considering the ratio of anchorage length to rebar diameter;Case Studies in Construction Materials;2024-07

4. Seismic performance and design of precast shear wall with headed bar overlap connections;Journal of Building Engineering;2024-06

5. Lateral hysteretic behavior of precast concrete shear walls with unjointed vertical distribution bars and opening;Engineering Structures;2024-04

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