侧煤仓主厂房抗震设计  

Aseismic design of main plant building with lateral bunker bay

作　　者：王勇奉[1] 邢国雷[1] 

机构地区：[1]国核电力规划设计研究院,山东济南250013

出　　处：《武汉大学学报（工学版）》2009年第S1期210-213,共4页Engineering Journal of Wuhan University

摘　　要：侧煤仓布置的主厂房,汽机房为大跨度单排架厂房,煤仓间为大跨度单框架,结构的侧向刚度大为减弱,在设计中采取了一系列措施,以提高抗震性能、确保结构安全可靠.提出的增强结构抗侧刚度的结构处理措施,对后续工程具有一定的可借鉴性.In main plant building with lateral bunker bay,the turbine building is single bent frame building with large span;and the bunker bay is single frame with large span.Their structural lateral stiffnesses are greatly lowered.A series of measures are taken during design to improve aseismic capability and ensure a safe & reliable structure.These structural disposal measures for enhancing structural lateral stiffness can be used by follow-up projects for reference.

关 键 词：汽机房 煤仓间 抗侧刚度 抗震性能 

分 类 号：TU352.11[建筑科学—结构工程]