Anchorage performance of group anchored 1860-grade high-strength steel strands for beam-column connection-Reference-Cited by-同舟云学术

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Anchorage performance of group anchored 1860-grade high-strength steel strands for beam-column connection

Published:2022-09 Issue: Volume:349 Page:128664
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Li Xing,Zhang Jiwen,Min Xinzhe,Song Shoutan,Liu Bei,Yang Yuchao,Liu Yilun

Funder

National Key Research and Development Program of China

Scientific Research Foundation of the Graduate School of Southeast University

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. K., Choi, Y. C., and Choi, C. S. Development and testing of precast concrete beam-to-column connections;Choi;Eng. Struct.,2013

2. Seismic performance evaluation of RC beam-column connections in special and intermediate moment frames;Le-Trung;J. Earthquake Eng.,2013

3. Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 1: mild steel connections;Soudki;PCI J,1995

4. Flexural performance analysis of UHPC wet joint of prefabricated bridge deck;Shah;Arab. J. Sci. Eng.,2021

5. In-plane cyclic testing of precast concrete wall panels with grouted metal duct base connections;Seifi;J. Eng. Struct.,2019

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1. Shear strength of an anchor post-installed into a hardened concrete member;Engineering Structures;2024-03

2. Mechanical properties and bonding strength of twisted wire strands at elevated temperatures;Journal of Constructional Steel Research;2024-02

3. Shear strength of the anchor embedded into masonry;Engineering Structures;2023-11

4. Experimental study on flexural performance of reinforced concrete beams strengthened by PET;Structural Concrete;2023-04-13

5. Experimental investigation on the anchorage performance of hooked high-strength steel strands for beam-to-column connection;Structures;2022-12

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