Simplified Method for the Preliminary Design of Shear-Controlling Rocking-Isolation Podium Systems for Tall Buildings

Author:

Zhong Chiyun1ORCID,Christopoulos Constantin2

Affiliation:

1. Structural Designer, Research and Development, Kinetica, 1235 Bay St., Toronto, ON, Canada M5R 3K4; formerly, Ph.D. Researcher, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4. ORCID: . Email:

2. Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference44 articles.

1. Almufti I. J. Krolicki and A. Crowther. 2016. “The resilience-based design of the 181 Fremont tower.” Structure Magazine. Accessed December 8 2021. https://www.structuremag.org/wp-content/uploads/2016/05/F-FremontTowers- Jun16.pdf.

2. Almufti I. and A. Willford. 2013. “REDi rating system.” Accessed November 11 2021. https://www.arup.com/Publications/REDi_Rating_System.aspx.

3. NGA-West2 Database

4. Calugaru V. 2013. “Earthquake resilient tall reinforced concrete buildings at near-fault sites using base isolation and rocking core walls.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California Berkeley.

5. Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands

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