摘要
本文对孤立墩式建筑物上建造附属建筑物的抗震计算基本假定和方法做了讨论,作者提出这种建筑物的抗震设计,不宜采用工业和民用建筑抗震设计规范中规定的乘以统一的“鞭击效应”放大系数的方法,而应根据建筑物的具体情况,进行动力分析。并做了例题。
This paper makes investigation on the fundamental suppositon and calcu-lation procedures of anti seismic design for single dolphin type structure with accessory building on top. The author holds the opinion that in the anti-seis-mic design for this type of structure it is unfavorabl'e by only multiplying a magnification factor of 'lashing effect' to the structure, though it is specified in the design code of industrial and civil construction. At the same time, to take a dynamic analysis in design according to practical situation is recom-mended.
出处
《水运工程》
北大核心
1991年第4期47-51,31,共6页
Port & Waterway Engineering
