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Seismic assessment of two multi-tiered pagodas damaged by the 2015 Nepal earthquake

Earthquake Engineering and Engineering Vibration 2021年第2期20卷 453-469页

作者： Yohei Endo Toshikazu Hanazato Department of Architecture Shinshu University4-17-1 WakasatoNagano 380-8553Japan Department of Architecture Mie University1577 Kurimamachiya-chōTsuMie 514-8507MieJapan

A seismic assessment of two multi-tier pagodas by numerical analysis is presented *** Changu Narayan temple and the Kumbeshwar temple in Nepal are used as the case *** pagodas are built of brick masonry in earthen mortar,with timber columns and *** Changu Narayan temple is a two-tier pagoda,and was seriously damaged during the 2015 Gorkha *** Kumbeshwar temple is a five-tier pagoda,and its top-tier collapsed due to the Gorkha earthquake.A seismic assessment was carried out using finite element(FE)*** FE models were prepared,and dynamic identification tests and penetrometer tests were *** analysis and nonlinear dynamic analysis were performed as part of the seismic *** main shock of the 2015 Gorkha earthquake was considered as the input *** behavior between the two pagodas was compared with the collapse mechanisms and damage patterns observed in the actual *** comparison suggested common structural features of multi-tier *** study is dedicated to providing a better understanding of the seismic behavior of multi-tier pagoda-type structures and provides suggestions for their effective analysis.

关键词： masonry multi-tier pagoda seismic assessment nonlinear dynamic analysis FEM analysis

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