System Identification and Seismic Performance Assessment of Representative RC Buildings in Kathmandu Valley

Frontiers in Built Environment

Dipendra Gautam¹  Rajesh Rupakhety²  Rajan Dhakal² 

[1] Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon Tong, Hong Kong;Faculty of Civil and Environmental Engineering, Earthquake Engineering Research Center, University of Iceland, Selfoss, Iceland;

关键词: system identification;    drift ratio;    reinforced concerte;    brick infill;    ambient vibration measurement;   

DOI  :  10.3389/fbuil.2020.601116

来源: DOAJ

【 摘 要 】

To identify dynamic characteristics of representative reinforced concrete frame buildings with brick infills, ambient vibration measurements were taken in two four-storied buildings—one situated in soft soil and the another in stiff soil. Non-parametric as well as parametric system identification (SID) algorithms were used to estimate vibration frequencies and damping of the two buildings. The numerical models of the buildings were created using the finite element method. The modal frequencies and damping ratios obtained from ambient measurements were used to calibrate and tune the finite element models. The comparison between measured vibration frequencies and those obtained from finite element model highlights the need for accuracy in modeling assumptions, in particular, consideration of the stiffness of infill walls and the flexibility of foundation soil. The finite element models calibrated with SID results were used to estimate the response of the two buildings when subjected to strong ground motion recorded at different places in the Kathmandu Valley during the 2015 Gorkha earthquake. The results show that not considering flexibility of foundation and stiffness of infill walls, as is commonly done in engineering practice, can lead to inaccurate estimates of seismic demand.

【 授权许可】

Unknown