摘要
结合宿迁市通成山庄住宅基础隔震设计 ,讨论了在并联复合隔震体系中由于隔震支座的不均匀沉降引起的托墙梁的附加弯矩 。
Combined with the baseisolation design of Tongcheng Shanzhuang masonry residence building in Suqian City,the additional moment of joisting wall beam is discussed which is often neglected in the design and caused by the differential sedimentation of isolated base supports in a parallel composite base isolation system.Its calculating formula is also given out.
出处
《工业建筑》
CSCD
北大核心
2002年第8期27-28,31,共3页
Industrial Construction
关键词
宿迁市
住宅
基础隔震
托墙梁
设计
sliding isolation support rubber isolation support base isolation