摘要
蛇口西车辆段上盖物业3号地块基础岩层浅,无地下室,根据规范规定,对基础浅埋的高层建筑应进行抗倾覆及抗滑移计算。文中对该基础在水平风荷载,各类抗震设防目标下的稳定性进行了相应分析及计算,结果表明基础设计安全可靠,其设计思路及方法可供类似工程参考。
Rock block foundation of Lot 3 Shekou West Depot superstructure is shallow,no basement.According to specification,on the basis of tall buildings to conduct shallow must calculate overturning moment and anti-slip.This level of wind loads on the foundation,under various types of seismic stability target the corresponding analysis and calculation from analysis results,the basic design is safe and reliable,the design concept and method can reference for similar projects.
出处
《广东土木与建筑》
2011年第6期19-21,24,共4页
Guangdong Architecture Civil Engineering
关键词
高层建筑
基础浅埋
抗倾覆
抗滑移
抗震性能
抗震设防标准
tall building
shallow foundation
overturning moment
anti-slip
seismic performance
seismic precaution
