Evaluation of seismic damage risk of elevator rope in high-rise building based on CCQC method

Masayuki Kohiyama, Tetsuya Kita, Asami Mitsui

研究成果: Conference contribution

1 被引用数 (Scopus)

抄録

To solve the problem of elevator rope sway in a high-rise building, the seismic damage risk of a building and suspension rope are examined using the Complex Complete Quadratic Combination method. A building site was assumed at Sinjuku, Tokyo in Japan and possible earthquake source zones were considered in Chuetsu, Niigata and the northwest of Chiba. The following findings were obtained: For the 100-, 150- and 250-meter-high buildings, the damage risk of the rope was high when an elevator car or a counterweight was in a lower floor because the rope was long to cause resonance. However, for the 50-, 100- and 200-meter-high buildings, the damage probability was the highest when in a layer other than the bottom. The distribution of the probability of rope damage varies considerably depending on the building height.

本文言語English
ホスト出版物のタイトル9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium
ページ5865-5874
ページ数10
出版ステータスPublished - 2010 12月 1
イベント9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium - Toronto, ON, Canada
継続期間: 2010 7月 252010 7月 29

出版物シリーズ

名前9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium
7

Other

Other9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium
国/地域Canada
CityToronto, ON
Period10/7/2510/7/29

ASJC Scopus subject areas

  • 環境工学

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