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

Different connections with the core tube steel frame seismic performance of hybrid structure analysis

Authors
Chao Yang, Chengwei Huang, Ruofei Liu, Yi Tian
Corresponding Author
Chao Yang
Available Online July 2015.
DOI
https://doi.org/10.2991/icismme-15.2015.13How to use a DOI?
Keywords
hybrid structure; seismic performance; dynamic characteristics; response spectrum analysis
Abstract
In this paper, a steel frame - core tube hybrid structure commercial building design as engineering background in Kunming, steel beam and the core tube using different connection methods affect the structure of the lateral performance. All hinged model established with some rigid model, modal analysis and response spectrum analysis, comparing its dynamic characteristics and performance of multi-lateral event of an earthquake under the analysis of the seismic performance in high intensity areas.
Open Access
This is an open access article distributed under the CC BY-NC license.

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Proceedings
First International Conference on Information Sciences, Machinery, Materials and Energy
Part of series
Advances in Intelligent Systems Research
Publication Date
July 2015
ISBN
978-94-62520-67-7
ISSN
1951-6851
DOI
https://doi.org/10.2991/icismme-15.2015.13How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Chao Yang
AU  - Chengwei Huang
AU  - Ruofei Liu
AU  - Yi Tian
PY  - 2015/07
DA  - 2015/07
TI  - Different connections with the core tube steel frame seismic performance of hybrid structure analysis
BT  - First International Conference on Information Sciences, Machinery, Materials and Energy
PB  - Atlantis Press
SP  - 69
EP  - 72
SN  - 1951-6851
UR  - https://doi.org/10.2991/icismme-15.2015.13
DO  - https://doi.org/10.2991/icismme-15.2015.13
ID  - Yang2015/07
ER  -