Shear Strength Estimation of Nonseismically Designed Exterior Beam–Column Joints Strengthened with Unsymmetrical Chamfers

Author:

Xue Zhihang1ORCID,Lam Siu-shu Eddie2,Li Bo3,Lo Chunyan Ivan4

Affiliation:

1. Postdoctoral Fellowship, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Kowloon, Hong Kong, China (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Kowloon, Hong Kong, China.

3. Professor, Dept. of Civil Engineering, Univ. of Nottingham Ningbo China, 199 Taikang East Rd., Ningbo 315100, China.

4. Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Kowloon, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference37 articles.

1. A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints

2. Strut-and-tie model for shear strength prediction of RC exterior beam–column joints under seismic loading

3. FEMA. 2000. Prestandard and commentary for the seismic rehabilitation of buildings. Washington, DC: FEMA.

4. Cyclic behavior modeling of reinforced concrete shear walls based on softened damage-plasticity model;Feng D.-C.;Eng. Struct.,2018

5. Frappa G. and M. Pauletta. 2022. “Seismic retrofitting of a reinforced concrete building with strongly different stiffness in the main directions.” In Proc. 14th fib Int. Ph.D. Symp. in Civil Engineering 5–7. Lausanne Switzerland: fib.

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