Simulation of input motions in wide period range for earthquake resistant design of super‐high‐rise buildings

Makoto Watabe; Kazuo Dan; Akira Mita; Toru Ishii

doi:10.1002/tal.4320040110

Simulation of input motions in wide period range for earthquake resistant design of super‐high‐rise buildings

Makoto Watabe, Kazuo Dan, Akira Mita, Toru Ishii

Research output: Contribution to journal › Article › peer-review

1 Citation (Scopus)

Abstract

A detailed dynamic analysis is performed that incorporates the response from eight possible earthquakes. These earthquakes are for the Tokyo metropolitan area. The building under study is a 550 meter super‐high‐rise building. The fundamental horizontal period of vibration is approximately 6 seconds and the damping is near 2 per cent.

Original language	English
Pages (from-to)	103-112
Number of pages	10
Journal	The Structural Design of Tall Buildings
Volume	4
Issue number	1
DOIs	https://doi.org/10.1002/tal.4320040110
Publication status	Published - 1995 Mar
Externally published	Yes

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction

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10.1002/tal.4320040110

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title = "Simulation of input motions in wide period range for earthquake resistant design of super‐high‐rise buildings",

abstract = "A detailed dynamic analysis is performed that incorporates the response from eight possible earthquakes. These earthquakes are for the Tokyo metropolitan area. The building under study is a 550 meter super‐high‐rise building. The fundamental horizontal period of vibration is approximately 6 seconds and the damping is near 2 per cent.",

author = "Makoto Watabe and Kazuo Dan and Akira Mita and Toru Ishii",

year = "1995",

month = mar,

doi = "10.1002/tal.4320040110",

language = "English",

volume = "4",

pages = "103--112",

journal = "The Structural Design of Tall Buildings",

issn = "1062-8002",

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T1 - Simulation of input motions in wide period range for earthquake resistant design of super‐high‐rise buildings

AU - Watabe, Makoto

AU - Dan, Kazuo

AU - Mita, Akira

AU - Ishii, Toru

PY - 1995/3

Y1 - 1995/3

N2 - A detailed dynamic analysis is performed that incorporates the response from eight possible earthquakes. These earthquakes are for the Tokyo metropolitan area. The building under study is a 550 meter super‐high‐rise building. The fundamental horizontal period of vibration is approximately 6 seconds and the damping is near 2 per cent.

AB - A detailed dynamic analysis is performed that incorporates the response from eight possible earthquakes. These earthquakes are for the Tokyo metropolitan area. The building under study is a 550 meter super‐high‐rise building. The fundamental horizontal period of vibration is approximately 6 seconds and the damping is near 2 per cent.

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DO - 10.1002/tal.4320040110

M3 - Article

AN - SCOPUS:0029275778

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JO - The Structural Design of Tall Buildings

JF - The Structural Design of Tall Buildings

IS - 1

ER -

Simulation of input motions in wide period range for earthquake resistant design of super‐high‐rise buildings

Abstract

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