作　　者： ; ; ; ;

机构地区： 广州大学土木工程学院

出　　处： 《暨南大学学报（自然科学与医学版）》 2010年第3期268-272,共5页

摘　　要： 以某钢管混凝土斜靠式拱桥为例,建立了空间杆系有限元计算模型,研究了斜靠式拱桥斜拱肋倾角变化对拱桥基频、地震内力和位移响应的影响.研究结果表明:随着斜拱肋倾角的增大,斜靠式拱桥的侧向刚度显著提高、主拱肋和斜拱肋在横桥向地震作用下的轴力和面内弯矩均有不同程度的减小;而在纵桥向地震作用下,斜拱肋倾角变化对主拱肋的轴力和面内弯矩影响较小. Take certain concrete-filled steel tube leaning-type arch bridge as an example,a three dimension finite element model with beam element is established in this paper.The influence of variation of incline angle of inclined arch rib on fundamental frequency,seismic internal force and displacement of the bridge is studied.A series of results can be obtained from this study： ①The lateral stiffness of arch bridge could improve obviously with the increase of inclined angle for arch rib;②Both the axial force and in-plane bending moment of main and inclined arch ribs would decrease with the increased inclined angle of arch rib under transverse seismic excitation.However,less effect of such variations on axial force and in-plane bending moment of main arch rib is found when the bridge is under longitudinal seismic excitation.

关 键 词： 斜靠式拱桥 钢管混凝土 地震 地震谱

领　　域： [建筑科学] [交通运输工程] [建筑科学]