摘要
本文主要介绍了四种基于经验统计法的桥梁震害预测方法,包括久保庆三郎方法、日本土木工程学会方法、朱美珍方法、I.G.Buckle方法,并将这些方法应用于厦门地区在役公路桥梁震害预测。
The paper mainly describes the bridge seismic damage assessment method based on empirical statistical methods, including Keizaburo KUBO, the Japan Society of Civil Engineering, ZHU MeiZhen and I. G. Buckle method, and applies these 4 methods to seismic damage assessment of highway bridge in Xiamen area.
出处
《福建建筑》
2013年第6期37-39,共3页
Fujian Architecture & Construction
关键词
桥梁
震害预测
厦门
Bridge
Seismic damage assessment
Xiamen