|Table of Contents|

Dynamic Characteristics of Flange Frame Column Structure(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2009年02期
Page:
57-62
Research Field:
Publishing date:
2009-06-20

Info

Title:
Dynamic Characteristics of Flange Frame Column Structure
Author(s):
GUO Meng;  LIU Pei;  YAO Qian-feng
School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
Keywords:
flange frame column;  frame structure system;  flange component;  length-to-width ratio;  dynamic characteristic
PACS:
TU311.3
DOI:
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Abstract:
Elastic dynamic characteristics analyses of flange frame column structure with different length flange components were carried out, and the distinguishing principle which this type of component was designed as frame column or shear-wall was given. The engineering example and its shaking table testwere used to prove the safety capability of flange frame column structure system. Results indicate that it is feasible in frame structure that designs special-shaped section vertical component as column whose equivalent section length-to-width ratio is from 3 to 6. Moreover, the flange frame column structure system has enough safety capability and can be applied to seismic fortification region in high-rise buildings.

References:

[1] 郭 健,刘伟庆.钢筋混凝土异形柱框架-短肢剪力墙结构振动台试验与理论分析[J].西安建筑科技大学学报:自然科学版,2007,39(5):610-615. GUO Jian,LIU Wei-qing.Shaking Table Test and Theoretical Analysis on RC Frame-short Pier Shear Wall Structure with Special-shaped Columns[J].Journal of Xi'an University of Architecture & Technol-ogy:Natural Science Edition,2007,39(5):610-615.
[2]沈蒲生,陈 宇.带加强层的高层框架-变截面核心筒结构的自由振动分析[J].建筑科学与工程学报,2007,24(3):19-24. SHEN Pu-sheng,CHEN Yu.Free Vibration Analysis of Tall Frame and Changed-section Core Wall Structures with Outrigger[J].Journal of Architecture and Civil Engineering,2007,24(3):19-24.
[3]刘哲锋,沈蒲生,龚胡广.基于拟力法的框架结构静力弹塑性分析[J].建筑科学与工程学报,2006,23(3):32-36. LIU Zhe-feng,SHEN Pu-sheng,GONG Hu-guang.Static Elastic-plastic Analysis of Frame Structure Based on Force Analogy Method[J].Journal of Architecture and Civil Engineering,2006,23(3):32-36.
[4]张淑云,白国良,李红星,等.钢筋混凝土框架异型节点抗剪承载力研究[J].西安科技大学学报,2006,26(2):170-174. ZHANG Shu-yun,BAI Guo-liang,LI Hong-xing,et al.Anti-shear Capacity of Abnormal Joints of RC Frame[J].Journal of Xi'an University of Science and Technology,2006,26(2):170-174.
[5]刁 波,卢 峰,李润记,等.树脂混凝土快速修复异形柱框架试验研究[J].西安建筑科技大学学报:自然科学版,2008,40(2):149-154. DIAO Bo,LU Feng,LI Run-ji,et al.Tentative Study on the Seismic Behavior of Special-shaped Columns Frame Fast Repaired with the Resin Concrete[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2008,40(2):149-154.
[6]宋天齐.《建筑抗震设计规范》(GB 50011-2001)有关问题研究[J].工业建筑,2005,35(8):110-113. SONG Tian-qi.Research on the Problems Related to “Code for Aseismic Design of Buildings”(GB 50011-2001)[J].Industrial Construction,2005,35(8):110-113.
[7]郭 猛,姚谦峰,阮红娟,等.具有双薄弱层框剪结构抗震概念设计[J].建筑结构,2008,38(5):9-11. GUO Meng,YAO Qian-feng,RUAN Hong-juan,et al.Anti-seismic Conceptual Design of Frame Shear-wall Structure with Double-weakness Floor[J].Building Structure,2008,38(5):9-11.
[8]JGJ 3-2002,高层建筑混凝土结构技术规程[S]. JGJ 3-2002,Technical Specification for Concrete Structures of Tall Buildings[S].
[9]北京金土木软件技术有限公司,中国建筑标准设计研究院.ETABS中文版使用指南[M].北京:中国建筑工业出版社,2004. Civil King Software Technology Co.,Ltd.,China Institute of Building Standard Design & Research.ETABS Operating Guide in Chinese Version[M].Beijing:China Architecture & Building Press,2004.
[10]郭 猛,胡文琴,王 卓.阶梯教室教学楼结构优化设计[J].建筑技术开发,2008,35(8):16-18. GUO Meng,HU Wen-qin,WANG Zhuo.Structure Optimization Design of New Amphitheatre Classroom Building[J].Building Technique Development,2008,35(8):16-18.

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Last Update: 2009-06-20