华侨大学学报（自然科学版）2013，Vol.34Issue(1)：82-86,5.
连续梁桥地震行波输入下支承长度的设计方法
Research on the Required Seating Length for Continuous Bridges under Longitudinal Excitation of Traveling Waves
摘要
Abstract
Based on the key dynamic characteristics of multi-span continuous bridges, using the relative displacement method and random vibration theory, the maximum relative vibration displacement of pier and beam was derived under the excitation of traveling waves. Using seismic response spectrum, a design method of the required seating length for multi-span continuous bridges considering traveling wave effects was put forward. Analyzing an example of multi-span continuous bridges, the engineering application of the design method of the required seating length is demonstrated, and the proposed design method is verified by the results of nonlinear time history analysis.关键词
支承长度/连续梁桥/行波效应/两单自由度系统结构Key words
required seating length/ continuous bridges/ traveling wave effect/ two single-degree-of-freedom systems分类
交通工程引用本文复制引用
周光伟,李建中,陈昌萍..连续梁桥地震行波输入下支承长度的设计方法[J].华侨大学学报（自然科学版）,2013,34(1):82-86,5.基金项目
国家自然科学基金资助项目(50578118,11272270) （50578118,11272270）
福建省自然科学基金指导性科技计划资助项目(2012D134) （2012D134）
福建省教育厅A类科技基金资助项目(JA11237) （JA11237）
