長継続時間地震波入力を考慮した鋼製橋脚の繰り返し耐荷性状実験

• 吉田, 隆信

• 北原, 武嗣

• 田中, 賢太郎

• 山口, 隆司

Bibliographic Information

Other Title

• チョウ ケイゾク ジカン ジシン ハ ニュウリョク オ コウリョ シタ コウセイ キョウキャク ノ クリカエシ タイカ セイジョウ ジッケン
• Cyclic load bearing capacity of steel bridge piers subjected to long duration time motions

Abstract

Recently,long-period and long-duration time seismic waves have been observed,such as Tokachi-Oki Earthquake and Niigataken-Chuetu Earthquake,and so on.However,seismic performances of structures subjected to long-period seismic waves are not clear.Therefore,in this study,the cyclic load carrying test was carried out in order to investigate the cyclic load bearing capacity of steel bridge piers.Consequently,it is found that the load bearing capacity after the maximum load is decrease about 10%.

Journal

• 研究報告

  研究報告 52 (1), 9-15, 2008-09

  関東学院大学工学会

Keywords

• long-period seismic motion,long-duration time motion,cyclic load bearing capacity,steel bridge pier

Details

• CRID: 1050001337810357504
• NII Article ID: 120006025022
• NII Book ID: AN00045764
• ISSN: 03685373
• Web Site: https://kguopac.kanto-gakuin.ac.jp/webopac/NI20000390
• Text Lang: ja
• Article Type: departmental bulletin paper
• Data Source:
  • IRDB
  • CiNii Articles
  • KAKEN