Direct shear behavior of precast panel connections with cast-in-place shear keys using steel fiber-reinforced cementitious mortar (SFRCM)-Reference-Cited by-同舟云学术

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Direct shear behavior of precast panel connections with cast-in-place shear keys using steel fiber-reinforced cementitious mortar (SFRCM)

Published:2021-08 Issue: Volume:32 Page:2130-2142
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Park Sang-Hyun,Dinh Ngoc Hieu,Kim Seung-Hee,Lee Seung-Jae,Choi Kyoung-Kyu

Funder

Kementerian Pendidikan Malaysia

Korea Ministry of Education

Ministry of Land, Infrastructure and Transport

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. Shear behavior of dry joints with castellated keys in precast concrete segmental bridges;Jiang;J Bridge Eng,2015

2. Interface shear transfer of precast concrete dry joints in segmental columns;Bu;Eng Struct,2018

3. Computation of seismic translational and rotational displacements of cantilever retaining wall with shear key;Jadhav;Soil Dyn Earthquake Eng,2020

4. Experimental testing of innovative panel-to-panel connections for precast concrete building cores;Menegon;Eng Struct,2020

5. Ahmed, G. H., & Aziz, O. Q. (2019, August). Shear strength of joints in precast posttensioned segmental bridges during 1959–2019, review and analysis. InStructures(Vol. 20, pp. 527-542). Elsevier.

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1. Seismic Performance of Unreinforced Masonry Walls with Various Retrofitting Methods;International Journal of Architectural Heritage;2024-06-21

2. Shear mechanism and strength calculation of steel shear keyed dry joints in precast segmental bridges;Structure and Infrastructure Engineering;2023-11-16

3. Shear behavior and construction method of steel shear keyed joints in precast segmental beams;Scientific Reports;2023-07-10

4. Experimental study on shear performance of bond-tooth dry joints in prestressed assembled concrete beams;Journal of Building Engineering;2023-06

5. Full-scale experimental study on shear behavior of multiple-keyed epoxy joints in precast concrete segmental bridges;Structures;2022-11

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