北方交通
北方交通
북방교통
NORTHERN COMMUNICATIONS
2012年
8期
48-51
,共4页
T梁%非线性时程分析方法%抗震分析
T樑%非線性時程分析方法%抗震分析
T량%비선성시정분석방법%항진분석
T -beam Bridge%The nonlinear time history method%Seismic resistance analyze
以一座7—40mT梁高架桥为研究对象，建立了三维空间模型，采用非线性时程分析方法，分析了不同墩梁连接方式的山区高墩T梁桥的抗震性能，计算结果表明：采用铅芯隔震橡胶支座可以提高桥梁的抗震性能。
以一座7—40mT樑高架橋為研究對象，建立瞭三維空間模型，採用非線性時程分析方法，分析瞭不同墩樑連接方式的山區高墩T樑橋的抗震性能，計算結果錶明：採用鉛芯隔震橡膠支座可以提高橋樑的抗震性能。
이일좌7—40mT량고가교위연구대상，건립료삼유공간모형，채용비선성시정분석방법，분석료불동돈량련접방식적산구고돈T량교적항진성능，계산결과표명：채용연심격진상효지좌가이제고교량적항진성능。
A seven spans of 40m T - beam high pier bridge is studied in this paper. By utilizing the finite ele- ment software, a three - dimensional mechanics model is established. Based on the model, seismic behavior of T - beam high pier bridge, in which various support links between pier and beam are considered, is investigated by u- sing the nonlinear time history method. The results indicate that structural earthquake -resistance performance can be improved by using seismic isolation bearing.
