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某石结构钢木屋架礼堂的结构安全及抗震可靠性鉴定

The safty and earthquake-resistance reliability appraisal of a steel-wood roof truss and stone-built structures auditorium
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摘要 本文通过工程实例,探讨石结构钢木屋架该类空旷结构如何通过分区、整体受力计算分析的方法进行结构安全及抗震可靠性鉴定,鉴定过程须关注石结构采用何种砌筑方式、钢木屋架要注意节点、支撑、连接构造及屋架布置情况,并得出年限较久的该类结构主要存在钢木屋架布置不合理,整体性差的特点,为类似工程的抗震鉴定工作提供一些参考。 With engineering examples, this paper explored the safty and earthquake -resistance reliability appraisal method of the span structure,as stone - built structures steel - wood roof truss, by section splitting, mechanics behaviors analysis. The appraisal process should focus on the masonry of stone - built structures, the nodes,braces,connection constructors and disposition of steel - wood roof truss. The same type structures with long age has features as unreasona- ble disposition and poor structural integrity of steel - wood roof truss was concluded. It can provided some references of earthquake - resistance authentication for similar engineerings.
作者 陈国棋
出处 《福建建筑》 2013年第5期41-44,共4页 Fujian Architecture & Construction
关键词 石结构 钢木屋架 结构安全性鉴定 抗震可靠性鉴定 Stone - built structures Steel - wood roof truss Structures salty appraisal Earthquake - resistance reliability appraisal
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