框架合理结构体系的楼梯半滑支抗震设计  

SEISMIC DESIGN BY SEMI-SLIP-SUPPORTED STAIRS FOR REASONABLE STRUCTURAL SYSTEM OF THE FRAME BUILDING

作　　者：赵玉星[1] 杨青 李立勇[3] 

机构地区：[1]山东建筑大学建筑结构鉴定加固与改造省重点实验室,济南250101 [2]山东省城乡规划设计研究院,济南250013 [3]山东建筑大学,济南250101

出　　处：《工业建筑》2012年第1期94-97,148,共5页Industrial Construction

摘　　要：采用框架结构的多层建筑或高层建筑中,楼梯结构与框架结构组成完整的楼房结构体系——框架-楼梯体系。楼梯结构的不适当连接将使得这个结构体系出现不良的特性,遭遇地震时楼梯发生严重破坏而阻断逃生通道。Pushover分析说明了这种楼房结构体系的不良特性。基于Pushover分析的结论,提出框架-楼梯体系中楼梯结构的一种合理处理方法,切断楼梯结构中传送水平荷载的路径,楼梯构件不参与楼房水平地震作用的传送,避免楼梯构件的破坏,便于使楼梯成为安全岛。In a tier building or tall building with frame structure,the total building structural system consists of stairs structure and frame structure.This total structural system may be called frame-stairs system.Unreasonable joints of stairs structure can bring some bad characteristics of this frame-stairs system.Such unreasonable stairs may be destroyed badly in earthquake,and escape way may be cut off.The bad characteristics of this structural system were shown by push-over analysis.Based on the conclusions of push-over analysis,a kind of reasonable joint of stairs structure in frame-stairs system was put forward.By this kind of joint,the way transfering horizontal loads down in stairs was cut off.In this case,stairs elements won＇t participate in transfering down horizontal earthquake actions of building,and the destruction of stairs elements might be avoided.Adopting such structure,it may be possible for stairs to become safety island.

关 键 词：抗震设计 楼梯结构 框架结构 框架-楼梯体系 结构抗震性能 

分 类 号：TU352.11[建筑科学—结构工程]