某醫(yī)院綜合樓結(jié)構(gòu)消能減震設(shè)計
張 鈺1，楊艷旗2，張立成3，姚嗣成3，潘 鵬1
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(1 土木工程安全與耐久教育部重點實驗室，清華大學(xué)土木工程系， 北京 100084； 2 城市建設(shè)研究院， 北京 100120； 3 北京羿射旭科技有限公司， 北京 100050)[摘要] 對某高層框架-剪力墻結(jié)構(gòu)進(jìn)行了結(jié)構(gòu)設(shè)計和有限元分析計算，工程中對結(jié)構(gòu)采取了消能減震設(shè)計并進(jìn)行了阻尼器性能試驗。介紹了結(jié)構(gòu)設(shè)計特點，包括結(jié)構(gòu)選型、阻尼器選擇與布置，并采用ABAQUS軟件對結(jié)構(gòu)進(jìn)行了多遇及罕遇地震作用下的有限元分析。對比了不同地震波作用下的結(jié)構(gòu)彈塑性分析結(jié)果，結(jié)果表明消能減震措施提高了結(jié)構(gòu)的抗震性能。[關(guān)鍵詞] 高層結(jié)構(gòu);框架-剪力墻;抗震分析;彈塑性時程分析中圖分類號：TU311.41 文獻(xiàn)標(biāo)志碼：A 文章編號：1002-848X(2013)S1-0573-04Structural design using energy dissipation devices for a hospital building structureZhang Yu1, Yang Yanqi2, Zhang Licheng3, Yao Sicheng3, Pan Peng1(1 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry; Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2 China Urban Construction Design and Research Institute, Beijing 100050, China; 3 Beijing Yishexu technology co. , Ltd. , Beijing 100050, China)Abstract: Structural design and Finite element simulation of a hospital building was studied. Energy dissipation technology was applied in seismic design and tests of dampers performance were conducted. Features of structure design, such as structure form selection, damper selection and layout were introduced. Performance of structure was studied under frequent and rare earthquakes, through finite element software called ABAQUS. The results of the elasto-plastic time-history analysis under three different earthquakes were compared and it is found that treatment measure and the energy dissipation design to the limited-beyond high-rise building improved the structure's seismic performance.Keywords: High-rise structure; frame-shear wall; Seismic analysis; nonlinear time-history analysis;
