- 摘 要
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（浙江大學建筑設計研究院有限公司， 杭州 310028）
［摘要］杭州電子科技大學信息工程學院圖書館依山傍水，屬于典型坡地建筑。結合該圖書館結構設計，針對基底不等高問題提出設計對策及措施，通過簡化算例分析各設計措施的有效性，并借助PKPM SAUSAGE動力彈塑性計算軟件研究了坡地建筑采用框架結構與框剪結構的抗震性能。結果表明，針對基底不等高問題，框剪結構的抗震性能優(yōu)于框架結構。
［關鍵詞］坡地建筑； 基底不等高； 結構設計； 抗震性能
中圖分類號：TU398-9文獻標識碼：A文章編號：1002-848X(2019)13-0053-05
Structural design for library of Information Engineering School of Hangzhou University of Electronic Science and Technology
Chen Xiaodong, Xiao Zhibin, Shao Jianwen
（Architectural Design and Research Institute of Zhejiang University， Hangzhou 310008， China）
Abstract:The library of Information Engineering School of Hangzhou University of Electronic Science and Technology is situated beside a lake at the foot of a mountain. It is typical hillside architecture. Based on the structural design of the library, design strategies and measures were proposed for problem of foundation with unequal heights at bottom, and the effectiveness of the design measures was analyzed based on simplified calculation examples. By using the dynamic elastic-plastic calculation software of PKPM SAUSAGE, the seismic performances of hillside architecture with frame structure and frame-shear wall structure were studied respectively. Results show that for the problem of foundation with unequal heights at bottom, the seismic performance of the frame-shear wall structure is better than that of the frame structure.
Keywords:hillside architecture; foundation with unequal heights at bottom; structural design; seismic performance
作者簡介：陳曉東，碩士，高級工程師，Email:89154878@qq.com。
