|Table of Contents|

Analysis of the Most Unfavorable Simple Dynamic Loads for Single-layer Spherical Latticed Shells(PDF)

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

Issue:
2007年02期
Page:
13-18
Research Field:
Publishing date:
2007-06-20

Info

Title:
Analysis of the Most Unfavorable Simple Dynamic Loads for Single-layer Spherical Latticed Shells
Author(s):
YUAN Hong-yu12 YE Ji-hong1 SHEN Shi-zhao3 SHAN Jian1
1. School of Civil Engineering, Southeast University, Nanjing 210096, Jiangsu, China; 2. Nanjing Branch of Beijing Capital Engineering Architectural Design Ltd, Nanjing 210018, Jiangsu, China; 3. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China
Keywords:
single-layer spherical latticed shell harmonic load step load the most unfavorable dynamic load limit load dynamic response
PACS:
TU311
DOI:
-
Abstract:
Through simultaneously considering geometric non-linear and material non-linear, the dynamic responses of single-layer spherical latticed shells subjected to harmonic loads and step loads were researched respectively, and the most unfavorabledynamic loads of the structure were analyzed. Under the analysis of dynamic behavior of single-layer spherical latticed shells subjected to harmonic loads with different frequency and step loads with different duration, the relationships between the structural dynamic response and its self vibration characteristic, as well as the load frequency characteristic were built up, by which the most unfavorable loads of single-layer sphericallatticed shells were determined. The results show that under either horizontal harmonic loads or vertical harmonic loads, when the excitation load frequency is closed to the natural frequency which corresponds to the largest vibration mode participation coefficient in the direction of excitation, the limit harmonic load is the lowest; when the duration of step load is closed to the half of natural period which is versus the largest modes of vibration participation coefficient in the direction of excitation, the limit step load is the lowest.

References:

[1] 沈世钊,陈 昕.网壳结构稳定性[M].北京:科学出版社,1999. SHEN Shi-zhao,CHEN Xin.Stability of Spherical Shell Structure[M].Beijing:Science Press,1999.
[2]楼梦麟,邸 龙.考虑土-结构相互作用双层柱面网壳在多点输入下的地震反应分析[J].地震工程与工程振动,2006,26(3):228-231. LOU Meng-lin,DI Long.Seismic Response Analysis of Double-layer Cylindrical Reticulated Shell Under Multiple-support Excitations Considering Dynamic Soil-structure Interaction[J].Earthquake Engineering and Engineering Vibration,2006,26(3):228-231.
[3]支旭东,范 峰,沈世钊.简谐荷载下单层球面网壳动力失效机理研究[J].地震工程与工程振动,2005,25(4):76-84. ZHI Xu-dong,FAN Feng,SHEN Shi-zhao.Failure Mechanism of Latticed Shells Subjected to Harmonic Actions[J].Earthquake Engineering and Engineering Vibration,2005,25(4):76-84.
[4]郭海山,沈世钊.单层网壳结构动力稳定性分析方法[J].建筑结构学报,2003,24(3):1-9. GUO Hai-shan,SHEN Shi-zhao.Analysis Method of Dynamic Stability of Single-layer Spherical Shells[J].Journal of Building Structures,2003,24(3):1-9.
[5]沈世钊,支旭东.球面网壳结构在强震下的失效机理[J].土木工程学报,2005,38(1):11-20. SHEN Shi-zhao,ZHI Xu-dong.Failure Mechanism of Spherical Shells Subjected to Dynamic Loads[J].China Civil Engineering Journal,2005,38(1):11-20.
[6]包 伟,叶继红,沈世钊.基于响应面法的单层球壳简谐荷载下的破坏形式判别[J].建筑科学与工程学报,2007,24(1):7-11. BAO Wei,YE Ji-hong,SHEN Shi-zhao.Failure Types Identification of Single-layer Spherical Shells Under Harmonic Loads Based on Response Surface Method[J].Journal of Architecture and Civil Engineering,2007,24(1):7-11.
[7]刘 涛,杨凤鹏.精通ANSYS[M].北京:清华大学出版社,2002. LIU Tao,YANG Feng-peng.Master ANSYS[M].Beijing:Tsinghua University Press,2002.
[8]CLOUGH R W,PENZIEN J.Structure Dynamics[M].Beijing:Science Press,1981.

Memo

Memo:
-
Last Update: 2007-06-20