摘要
结合工程实例 ,阐述了高烈度地震区门式墩地震荷载的计算方法 ,并对墩顶集中质量的加载计算模式及钻孔桩基础刚度的计算作了分析 。
Combined with practical work the seismic load ca lculation method is introduced for portal pier in highly seismic region. The loa ding calculation mode of concentrated masses on pier top and rigidity calculatio n of bored pile foundation are analyzed, which demonstrated that the portal pier structure dispersed the seismic load on cross-bridge.
出处
《山西建筑》
2004年第6期27-28,共2页
Shanxi Architecture
