Seismic performance of interior precast concrete beam-column connections with highly ductile fiber-reinforced concrete in the critical cast-in-place regions-Reference-Cited by-同舟云学术

Seismic performance of interior precast concrete beam-column connections with highly ductile fiber-reinforced concrete in the critical cast-in-place regions

Published:2020-05 Issue: Volume:210 Page:110360
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Deng Mingke,Ma Fudong,Song Shifei,Lü Hao,Sun Hongzhe

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Behavior of two new moment resisting precast beam to column connections subjected to lateral loading;Bahrami;Eng. Struct,2017

2. Flexural strengthening of reinforced concrete beam-column joints using innovative anchorage system;Mostofinejad;ACI Struct J,2017

3. Exterior RC wide beam-column connections: Effect of beam width ratio on seismic behaviour;Behnam;Eng Struct,2017

4. ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19). American Concrete Institute, Farmington Hills, MI, 2019.

5. Shear strengthening of RC short columns with ECC jacket: Cyclic behavior tests;Deng;Eng Struct,2018

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