Investigation of shear‐flexural behavior of precast joints in prestressed reinforced concrete
Author:
Affiliation:
1. Department of Civil Engineering Nanchang University Nanchang China
2. Zhongheng Construction Group Co. Ltd Nanchang China
3. School of Economics and Management Nanchang University Nanchang China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201900534
Reference26 articles.
1. Shear strength of joints in precast concrete segmental bridges;Zhou X;ACI Struct J,2005
2. Shear strength of dry joints of concrete panels with and without steel fibres
3. Shear Behavior of Dry Joints with Castellated Keys in Precast Concrete Segmental Bridges
4. Shear behavior of dry and epoxied joints in precast concrete segmental box girder bridges under direct shear loading
5. Quasi-static test and strut-and-tie modeling of precast concrete shear walls with grouted lap-spliced connections
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1. Study on shear behavior and acoustic emission characteristics of precast concrete segmental cover beams with large key teeth;Structural Concrete;2024-04-03
2. Dynamic characteristic measurement of precast and cast in‐situ walls in abandoned high‐rise building using ambient and forced vibration methods;Structural Concrete;2023-07-11
3. Experimental Research on Seismic Performance of Precast Concrete Shear Walls with a Novel Grouted Sleeve Used in the Connection;Journal of Earthquake Engineering;2023-07-10
4. Experimental Study on Shear Transfer Performance of Uncracked Monolithic Steel Fiber Concrete;KSCE Journal of Civil Engineering;2022-09-27
5. Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model;Bulletin of Earthquake Engineering;2022-07-01
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