Response evaluation and analysis using impulse of base‐isolated buildings during a collision with retaining wall

Author:

Fukui Hirohisa1ORCID,Fujitani Hideo2,Mukai Yoichi2,Ito Mai3,Mosqueda Gilberto4

Affiliation:

1. National Research Institute for Earth Science and Disaster Resilience Miki‐shi Hyogo Japan

2. Graduate School of Engineering Kobe University Kobe Hyogo Japan

3. Building Research Institute Tsukuba‐shi Ibaragi Japan

4. Department of Structural Engineering University of California San Diego CA USA

Funder

Japan Society for the Promotion of Science

Publisher

Wiley

Subject

General Medicine

Reference26 articles.

1. SuzukiY TakenakaY UrushizakiT SaitoH.Behavior of a base‐isolated building in Kushiro City for the Tokachi‐Oki Earthquake in 2003 (Part1 and Part 2). Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan 2004 B‐II pp.279–281.

2. TakayamaM MoritaK.A study on the response of seismically isolated hospital in Aso during 2016 Kumamoto earthquake. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan 2017 B‐II pp.1051–1052.

3. ShakalA HuangM DarraghR CaoT SherburneR MalhotraP CramerC SydnorR GraizerV MaldonadoG PetersenC WampoleJ.CSMIP strong‐motion records from the Northridge. California Earthquake of January 17 1994 Report No. OSMS. 94–07 California Strong Motion Instrumentation Program 1994 Division of Mines and Geology.

4. Base-Isolated FCC Building: Impact Response in Northridge Earthquake

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