Experimental study on direct shear resistance of horizontal grouted joints in PC shear walls under compression and in-plane bending moment-Reference-Cited by-同舟云学术

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Experimental study on direct shear resistance of horizontal grouted joints in PC shear walls under compression and in-plane bending moment

Published:2024-08 Issue: Volume:90 Page:109419
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Yang Xing-Ju^ORCID,Jiang You-Han,Lin Feng^ORCID

Publisher

Elsevier BV

Reference35 articles.

1. Precast reinforced concrete shear walls: state of the art review;Singhal;Struct. Concr.,2019

2. Seismic analysis of precast concrete bridge columns connected with grouted splice sleeve connectors;Ameli;J. Struct. Eng.,2017

3. Seismic performance of precast column connected with grouted sleeve connectors;Liu;J. Build. Eng.,2020

4. Tensile capacity of grouted splice sleeves;Ling;Eng. Struct.,2016

5. Behavior of grouted sleeve splice for steel profile under tensile loadings;Lin;Mater,2020

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