摘要
推导了脉动风荷载作用下考虑土 -结构相互作用时高层建筑结构加速度响应的计算公式 .算例表明土 -结构相互作用对高层建筑风振加速度响应有明显影响 .一般而言 ,在软土地基上土 -结构相互作用使高层建筑风振时加速度增加 ,从而增加了人体的不舒适感 ,甚至有可能影响到高层建筑的使用功能 。
Considering soil-structure interaction (SSI), the formula of acceleration response is derived for high rise building subjected to fluctuating wind load. Numerical examples show that SSI has evident effect on the acceleration response of the building. Generally speaking, SSI may increase the acceleration response of tall building constructed on soft soil ground, accordingly strengthen human discomfort in the building, or even affect its service function. So it should be paid more attention to the effect of SSI in the design of tall building.
出处
《苏州大学学报（自然科学版）》
CAS
2002年第4期51-56,共6页
Journal of Soochow University(Natural Science Edition)
基金
国家杰出青年基金资助项目 (批准号 :5 992 5 82 0 )
苏州科技学院科研基金项目 (HB2 0 0 1- 30 5 )
关键词
土-结构相互作用
高层建筑
风振
加速度响应
舒适度
风荷载
软土地基
soil-structure interaction
high-rise building
wind-induced vibration
acceleration response
comfortable extent
