|Table of Contents|

Semi-analytical Solution for Free Vibration of Short Shear Wall with Small Openings(PDF)

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

Issue:
2006年03期
Page:
50-
Research Field:
Publishing date:
2006-09-20

Info

Title:
Semi-analytical Solution for Free Vibration of Short Shear Wall with Small Openings
Author(s):
LOU Meng-lin LI Shou-ji
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Keywords:
short shear wall with small opening free vibration analysis direct modal perturbation method Ritz transformation
PACS:
TU398.2
DOI:
-
Abstract:
Based on the principal of direct modal perturbation method, a simplified semi-analytical technique for the modal characteristics of the short shear wall with small openings was developed. At first, the short shear wall with small openings was considered as a shear cantilever system with variable cross sections. The differential equation of motion with variable coefficient of the system was established according to the dynamic analysis theory of the distributed-parameter systems. Then, the effects of the small openings in the shear wall on the modal characteristics of the shear cantilever system with variable cross sections were discussed and modified utilizing the modal characteristics of the shear cantilever system having uniform properties and the direct modal perturbation. Finally, a set of nonlinear algebraic equations was obtained by applying Ritz transformation to solve the modal characteristics of the short shear wall with small openings. The results of numerical examples show that the proposed method is simplification and has good precision.

References:

[1] 徐 勤,李守继,叶献国,等.两层底框砖房商住楼抗震和经济综合性能评估研究[J].建筑结构,2001,31(9):21-24. XU Qin,LI Shou-ji,YE Xian-guo,et al.Quantitative Evaluation of Aseismatic and Economic Performance for Masonary Buildings with Frame-Shear Wall at the Bottom[J].Building Structure,2001,31(9):21-24.
[2]刘伯权,潘 元.框架-抗震墙结构抗震墙抗弯刚度的优化研究[J].建筑科学与工程学报,2005,22(1):55-57. LIU Bo-quan,PAN Yuan.Study on Optimum Bending Rigdity of Seismic Wall in Frame-Shear Wall Structure[J].Journal of Architecture and Civil Engineering,2005,22(1):55-57.
[3]沈蒲生,刘 杨.水平地震作用下框支剪力墙结构的变形研究[J].建筑科学与工程学报,2005,22(1):58-63. SHEN Pu-sheng,LIU Yang.Distortion Research of Shear Wall Structure Supported on Frame Under Earthquake Actions[J].Journal of Architecture and Civil Engineering,2005,22(1):58-63.
[4]易伟建,张 颖.混凝土框架结构抗震设计的弯矩增大系数[J].建筑科学与工程学报,2006,23(2):46-51. YI Wei-jian,ZHANG Ying.Moment Magnification Factor in Anti-seismic Design of Concrete Frame Structure[J].Journal of Architecture and Civil Engineering,2006,23(2):46-51.
[5]张永健,黄平明.考虑剪力滞效应的简支箱梁自振特性[J].建筑科学与工程学报,2005,22(2):40-42. ZHANG Yong-jian,HUANG Ping-ming.Free Vibration Characteristics of Simply Supported Box Girder with Effect of Shear Lag[J].Journal of Architecture and Civil Engineering,2005,22(2):40-42.
[6]史庆轩,杨文星,门进杰.单自由度体系非线性地震能量反应的计算[J].建筑科学与工程学报,2005,22(2):25-29. SHI Qing-xuan,YANG Wen-xing,MEN Jin-jie.Calculation of Seismic Energy Response for Nonlinear Single Degree of Freedom System[J].Journal of Architecture and Civil Engineering,2005,22(2):25-29.
[7]沈聚敏,周锡元,高小旺,等.抗震工程学[M].北京:中国建筑工业出版社,2000:416-418. SHEN Ju-min,ZHOU Xi-yuan,GAO Xiao-wang,et al.Aseismic Engineering[M].Beijing:China Architecture & Building Press,2000:416-418.
[8]黄东升,程文瀼.短肢剪力墙结构动力特性分析的半解析法[J].振动工程学报,2005,18(3):309-313. HUANG Dong-sheng,CHENG Wen-rang.Dynamic Analysis for Short-Pier Walls by Semi-analytic Approach[J].Journal of Vibration Engineering,2005,18(3):309-313.
[9]夸克工作室.有限元分析基础篇ANSYS与Matlab[M].北京:清华大学出版社,2002. Quarx Studio.Fundamental Finite Element Analysis with ANSYS and Matlab[M].Beijing:Tsinghua University Press,2002.
[10]楼梦麟,吴京宁.复杂梁动力问题的近似分析方法[J].上海力学,1997,18(3):234-240. LOU Meng-lin,WU Jing-ning.An Approach to Solve Dynamic Problems of Complicated Beams[J].Shanghai Journal of Mechanics,1997,18(3):234-240.
[11]楼梦麟,白建方.FRP加固梁模态分析的摄动解法[J].建筑科学与工程学报,2005,22(2):21-24. LOU Meng-lin,BAI Jian-fang.Perturbation Solution for Modal Characteristics of Beam Strengthened by FRP[J].Journal of Architecture and Civil Engineering,2005,22(2):21-24.
[12]LOU Meng-lin,DUAN Qiu-hua,CHEN Gen-da.Modal Perturbation Method for the Dynamic Characteristics of Timoshenko Beams[J].Shock and Vibration,2005,20(12):425-434.
[13]CHENG F Y.Matrix Analysis of Structural Dynamics:Applications and Earthquake Engineering[M].New York:Marcel Dekker Inc.,2000.

Memo

Memo:
-
Last Update: 2006-09-20