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某典型山地结构吊脚部位计算分析及加强措施

Calculation Analysis and Reinforcement Measures of the Hanging Part of a Typical Mountainous Structure
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摘要 随着城市建设的飞速发展,优质建设用地越发稀少。特别是在山地地区,受场地地形地貌条件的限制,出现了大量的山地建筑,从而形成了典型的掉层或吊脚的山地结构。该文着重介绍某典型山地结构吊脚部位的计算分析,并结合工程实际明确了针对吊脚部位的加强措施,确保了结构的整体安全,可为类似山地吊脚结构设计提供参考。 With the rapid development of urban construction,highquality construction land is increasingly becoming scarce.Particularly in the mountainous area,limited by the terrain and topography of the site,a large number of mountainous buildings have emerged,forming the typical mountainous structure with droppinf floors or hanging feet.This paper focused on the calculation and analysis of the hanging part of a typical mountain structure and,combined with an actual case,clarified the strengthening measures for the hanging part to ensure the overall safety of the structure,which can provide reference for the design of similar structures.
作者 陈剑松 吴泽 朱威 Chen Jiansong;Wu Ze;Zhu Wei
出处 《重庆建筑》 2022年第S01期90-93,共4页 Chongqing Architecture
关键词 吊脚结构 拉梁 斜撑 结构刚度 hanging structure tension beam diagonal bracing structural rigidity
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