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Chinese Journal of Engineering Design  2003, Vol. 10 Issue (4): 215-218    DOI:
    
Feasiblity analysis of computation model for special-shaped column structure
 MA  Yue, XIAO  Zhi-Bin, QIU  Tao
Architectural Design and Research Institute,Zhejiang University,Hangzhou 310027,China
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Abstract  Based on special-shaped column frame structure with transfer beam of student mansion in Zhejiang university both finite element models with 3D beam element combined wall element and 3D thin-tubed column element are applied to catch a computation method relatively suitable to the structure style varg from special-shaped colum n to shear wall with short piers,in order that a most econom ic and safe structure plan can be presented for these buildings.

Key wordsspecial shaped column      mechanics model      structure stiffness      computation program     
Published: 28 August 2003
Cite this article:

MA Yue, XIAO Zhi-Bin, QIU Tao. Feasiblity analysis of computation model for special-shaped column structure. Chinese Journal of Engineering Design, 2003, 10(4): 215-218.

URL:

https://www.zjujournals.com/gcsjxb/     OR     https://www.zjujournals.com/gcsjxb/Y2003/V10/I4/215


异型柱结构的计算模式合理性分析

通过对浙江大学玉泉校区学生公寓高层B幢带转换梁异型柱框架结构的抗震分析,对界于异型柱和短肢剪力墙之间的结构,分别采用三维梁单元空间墙板单元为主要构成的结构有限单元模式和三维空间杆件薄壁柱单元为主要构成的结构模式,进行结构计算比较,寻求最符合实际受力状况的计算方法,以求得该类建筑最经济、安全的结构设计方案.

关键词: 异型柱,  力学模型,  结构刚度,  计算程序 
[1] XIAO Zhi-Bin, MA Yue, QIU Tao. Seismic design of RC structure characterized by floor partial discontinuous[J]. Chinese Journal of Engineering Design, 2003, 10(4): 208-211.
[2] XU Jun-Min, GUO Ming, CHEN Zong-Nong, ZHAN Jian-Chao. Optimum design of m achine—tool spindle system based on non—linear stiffness cOnstraints[J]. Chinese Journal of Engineering Design, 2002, 9(2): 73-76.