Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy

Analysis of natural vibration characteristics of pre-stressed apace truss

Authors
Zhicheng Lin, Chengwei Huang, Fei He, Qiongxian Gao
Corresponding Author
Zhicheng Lin
Available Online July 2015.
DOI
10.2991/icismme-15.2015.14How to use a DOI?
Keywords
pre-stressed apace truss; block Lanczos; natural vibration characteristics factors.
Abstract

Vibration characteristics of the seismic analysis of structures are a prerequisite. The natural vibration characteristics is the precondition of aseismic analysis .This paper uses the block Lanczos method to calculate the evacuation of prestressed truss natural frequencies and formation, prestressed value analysis, the impact of grid height, mesh size and prestressed cable strut height of the vibration characteristics of the structure, and summed up the relevant laws for structural design.

Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

Volume Title
Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy
Series
Advances in Intelligent Systems Research
Publication Date
July 2015
ISBN
978-94-62520-67-7
ISSN
1951-6851
DOI
10.2991/icismme-15.2015.14How to use a DOI?
Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Zhicheng Lin
AU  - Chengwei Huang
AU  - Fei He
AU  - Qiongxian Gao
PY  - 2015/07
DA  - 2015/07
TI  - Analysis of natural vibration characteristics of pre-stressed apace truss
BT  - Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy
PB  - Atlantis Press
SP  - 73
EP  - 76
SN  - 1951-6851
UR  - https://doi.org/10.2991/icismme-15.2015.14
DO  - 10.2991/icismme-15.2015.14
ID  - Lin2015/07
ER  -