Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes

Author:

Eksir Monfared Alireza1,Molina Hutt Carlos2ORCID,Kakoty Preetish3ORCID,Kourehpaz Pouria3ORCID,Centeno Jose4

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4 (corresponding author). ORCID: .

3. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4. ORCID: .

4. Structural Design Engineer, Glotman Simpson Consulting Engineers, 1661 West 5th Ave., Vancouver, BC, Canada V6J 1N5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference60 articles.

1. BC Hydro Ground Motion Prediction Equations for Subduction Earthquakes

2. Adams J. S. Halchuk T. Allen and G. Rogers. 2015. “Canada’s 5th generation seismic hazard model as prepared for the 2015 national building code of Canada.” In Proc. 11th Canadian Conf. Earthquake Engineering. Victoria BC Canada: Canadian Association for Earthquake Engineering.

3. Ahdi S. K. T. D. Ancheta V. Contreras T. Kishida D. Y. Kwak A. O. Kwok G. A. Parker Y. Bozorgnia and J. P. Stewart. 2017. “NGA-Subduction site database.” In Proc. 16th World Conf. Earthquake Engineering. Santiago Chile: Chilean Association on Seismology and Earthquake Engineering.

4. NGA-West2 Database

5. Strong-motion seismograph network operated by NIED: K-NET and KiK-net;Aoi S.;J. Jpn Assoc. Earthquake Eng.,2004

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