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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1414

Title: 板厚の異なる矩形断面を有する逆L形鋼製橋脚の耐震性能実験
Other Titles: バンコウ ノ コトナル クケイ ダンメン ヲ ユウスル ギャク L ガタ コウセイ キョウキャク ノ タイシン セイノウ ジッケン
Seismic Performance Test of Inverted L-shaped Section Steel Piers Ability for a quake resistance experiment of reverse L of a rectangle of different steel of thickness of a board
Authors: 窪田, 康範
青木, 徹彦
鈴木, 森晶
KUBOTA, Yasunori
AOKI, Tetsuhiko
SUZUKI, Moriaki
Keywords: 偏心
逆L形
鋼製橋脚
eccentricity
Inverted L-shaped pier
Steel bridge pier
Issue Date: 31-Mar-2008
Publisher: 愛知工業大学
Abstract: Inverted L-shaped pier is often used in urban area, where there are many cross roads and curved roads. The research work has not been performed sufficiently so far for the seismic performance of the inverted L-shape pier. This study shows an experimental research investigating a performance inversed L-shape character with different plate thickness. A wharf of form of L character maintains verticality and strange power of horizontal both courses. Thus, there that is the novelty that the main parameter chosen by a test was related to e/r, r is a radius of gyration. As a result of being important, I am provided from test (the greatest wide strength, ductility and the energy absorbency power that, for example, is entrusted to a novelty parameter).
URI: http://hdl.handle.net/11133/1414
Appears in Collections:43号

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