Punching Shear Resistance of Corroded Slab–Column Connections Subjected to Eccentric Load-Reference-Cited by-同舟云学术

Punching Shear Resistance of Corroded Slab–Column Connections Subjected to Eccentric Load

Author:

Weng Yun-Hao¹^ORCID,Fu Feng²^ORCID,Qian Kai³^ORCID

Affiliation:

1. Lecturer, College of Civil Engineering and Architecture, Guilin Univ. of Technology, Guilin 541004, China. ORCID: .

2. Senior Lecturer, Structural Engineering, School of Mathematics, Computer Science and Engineering, Univ. of London, London EC1V0HB, UK. ORCID: .

3. Professor, College of Civil Engineering and Architecture, Guilin Univ. of Technology, Guilin 541004, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference28 articles.

3. Size effect in punching shear failure of slabs;Bazant Z. P.;ACI Struct. J.,1987

4. Mechanical properties of corrosion-damaged reinforcement;Cairns J.;ACI Struct. J.,2005

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