屋顶微波塔风振系数的计算与对比  

Calculation and Comparision of Vibration Coefficient of Steel Microwave Tower on the Top of A Building Under Wind Load

作　　者：李宪立[1] 钟岱辉[1] 贾强[1] 宋传增[2] 

机构地区：[1]山东建筑工程学院土木学院,山东济南250014 [2]山东建筑工程学院科研处,山东济南250014

出　　处：《济南大学学报（自然科学版）》2003年第2期142-145,共4页Journal of University of Jinan(Science and Technology)

摘　　要：研究了位于屋顶的微波塔在 3种情况下计算的风振系数 ,一种是规范方法 ,另一种是按理论方法不考虑钢塔与塔座的共同作用 ,第三种是按理论方法考虑钢塔与塔座的共同作用 ,对三者进行了比较 ,最后得出结论 :在一般情况下 ,用规范方法计算的风振系数比按理论公式计算的风振系数要大 ,因此用此风振系数计算的钢塔内力是偏大的。有大的集中质量 (平台、天线等 )处 ,应根据实际情况 ,把用规范方法计算的风振系数适当增大 ,以符合实际情况。In this paper,the vibration coefficients of the steel microwave tower on concrete tower support under wind load are researched under three kinds of conditions.The first is the method specified in the criterion.The second is the theoretical method neglecting the interaction between the steel tower and its tower support.The third is the theoretical method considering the interaction between the steel tower and its tower support.By analyzing the results under three kinds of conditions,some conclusions are given:In general,the vibration coefficients with normative method are larger than with theoretical method.Therefore,the inner force of steel tower calculated with normative method is on the high side.In the big concentrated quality place,the vibration coefficients with normative method should be enlarged to fit the fact.The vibration coefficients with the theoretical method considering the interaction between the steel tower and its tower support are large difference with neglecting the interaction between the steel tower and its tower support.

关 键 词：屋顶微波塔 钢筋混凝土塔座 风振系数 

分 类 号：TU398.9[建筑科学—结构工程]