A numerical study on the influence of rebar cut-off on the shear performance of RC beam by using rigid-body-spring-method

Author:

Fu Li,Yin Qiangsheng,Nakamura Hikaru,Yamamoto Yoshihito,Miura Taito

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Publisher

Elsevier BV

Subject

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

Reference25 articles.

1. Saito, S., Kobayashi, K., 2012. Flexural behavior of reinforced concrete columns with cut-off reinforcement, The 15th World Conference on Earthquake Engineering, Lisbon, Portugal.

2. Influence of rebar cut-off on lateral loading capacity of concrete pile subjected to combination effect of inertia force and ground displacement;Sanagawa;Japanese Geotechnical J,2014

3. Standard Specifications for Concrete-Design, 1980. Japan Society of Engineers (JSCE).

4. Experimental studies on seismic resistance of A pier with reinforcement terminated in A tension zone;Yamamoto;J JSCE,1984

5. Effect of bar cut-off on shear strength of reinforced concrete beams;Ozaka;J JSCE,1986

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