- 摘 要
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（1 貴州省建筑設計研究院， 貴陽 550002； 2 四川大學建筑與環(huán)境學院， 成都 610065）
［摘要］介紹了建筑結構抗震、隔震、減震技術的發(fā)展歷程及研究現(xiàn)狀，給出了其地震能量在結構中傳遞的表達形式和基本原理。根據(jù)結構的震害現(xiàn)象提出一種在結構的地下部分設置一層薄弱層的結構模型并與常規(guī)的延性設計方法、基礎設置隔震裝置的模型進行抗震性能比較分析；得出設置薄弱層的結構具有優(yōu)越地抗震性能、低廉的經(jīng)濟造價能夠較好地適用于廣大地中、小城市的建筑結構中。
［關鍵詞］結構抗震； 延性設計； 隔震減震； 薄弱層
中圖分類號： TU352 文獻標識碼： A文章編號： 1002-848X(2016)S2-0348-06
Performance analysis of setting the underlying seismic isolation layer and the broken weak
Wang Xingxing1， Liao Guangming2， Shi Xiuhu1， Gou Wenping1
(1 Guizhou Institute of Architectural Design, Guiyang 550052, China;
2 School of Architecture and Environment, Sichuan University, Chengdu 610065, China)
Abstract: It describes the shock, isolation, damping technology development process and research status of building structures, given expression in the form of its seismic energy transfer in the structure and basic principles. Proposed a structure based on the phenomenon of earthquake damage in the underground part of the structure of the layer setting weak layer structure model with conventional ductile design approach, the model-based set of seismic isolation device performance comparison analysis; come to set a weak layer structure superior to seismic performance, low cost economy better able to apply to the majority of land in a small city in the building structure.
Keywords: structure seismic; ductility design; seismic isolation and damping; weak layer
作者簡介： 王星星，碩士，工程師，Email：895523963@qq.com。
