Evaluation of RC building strengthened with column jacketing method with consideration of soft-story

2018 International Joint Conference on Materials Science and Mechanical Engineering

Sinaga, A.H.^1 ; Wijaya, H.^2 ; Teruna, D.R.^3

Department of Civil Engineering, University of Cendrawasih, Jayapura, Indonesia^1

Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, Australia^2

Department of Civil Engineering, University of Sumatera Utara, Jln. DR. Mansyur Kampus, USU Medan

20155, Indonesia^3

关键词: Existing reinforced concrete;    Fibre reinforced polymers;    Inelastic response;    Non-linear dynamic analysis;    Severe earthquakes;    Strengthening methods;    Strengthening technique;    Target response;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/383/1/012030/pdf
DOI  :  10.1088/1757-899X/383/1/012030

来源: IOP

【 摘 要 】

The assessment and strengthening method of existing reinforced concrete buildings in terms of seismic responses have been highly important for the past decades especially buildings with soft-story mechanism which are found to be more vulnerable. Several strengthening techniques have been proposed including Fibre Reinforced Polymer and steel jacket of RC column elements. This paper aims to evaluate the effectiveness of two strengthening techniques with variability of soft-story under severe earthquake excitations. Five-story RC building is investigated and non-linear dynamic analysis is performed to capture the inelastic responses of the structure. Four sets of ground motion are selected and matched with target response spectrum for Aceh earthquake. Seismic responses of the considered models and strengthening techniques are compared.