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Influence of seismic wave type and incident direction on the dynamic response of tall concrete-faced rockfill dams

Chen-guang Zhou De-gao Zou Xiang Yu

地震学报(英文版)2022,Vol.35Issue(5):343-354,12.
地震学报(英文版)2022,Vol.35Issue(5):343-354,12.

Influence of seismic wave type and incident direction on the dynamic response of tall concrete-faced rockfill dams

Influence of seismic wave type and incident direction on the dynamic response of tall concrete-faced rockfill dams

Chen-guang Zhou 1De-gao Zou 2Xiang Yu1

作者信息

  • 1. State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China
  • 2. School of Hydraulic Engineering,Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China
  • 折叠

摘要

关键词

tall CFRD/wave analysis/vibration analysis/seismic wave type/incident direction/face slab stress

Key words

tall CFRD/wave analysis/vibration analysis/seismic wave type/incident direction/face slab stress

引用本文复制引用

Chen-guang Zhou,De-gao Zou,Xiang Yu..Influence of seismic wave type and incident direction on the dynamic response of tall concrete-faced rockfill dams[J].地震学报(英文版),2022,35(5):343-354,12.

基金项目

This work was supported by the National Natural Science Foundation of China (Nos. 52192674, U1965206,and U2240211) and the Fundamental Research Funds for the Central Universities (No. DUT21TD106). (Nos. 52192674, U1965206,and U2240211)

地震学报(英文版)

1000-9116

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