The Analysis on the Seismic Performance of a Frame-tube Structure with Cross-layer Columns

DOI

10.2991/cimns-18.2018.39How to use a DOI?

Keywords

super high-rise buildings; frame-core tube; cross-layer columns; seismic performance

Abstract

Taking the frame-core tube structure of a super high-rise building in Hefei as an example, this thesis undergoes a calculation of elasticity under frequent earthquakes and a comprehensive elastic-plastic analysis under rare earthquakes on this structure, testing the rationality of this structure’s arrangement and the seismic performance of this structure and finding out the weak components in earthquake resistance. The related calculating results show that the design of this structure solves the problem of structure overrun and reaches the prospective target of the performance.

Copyright

© 2018, 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/).

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TY  - CONF
AU  - Yonggui Chen
AU  - Kewei Ding
PY  - 2018/11
DA  - 2018/11
TI  - The Analysis on the Seismic Performance of a Frame-tube Structure with Cross-layer Columns
BT  - Proceedings of the 2018 3rd International Conference on Communications, Information Management and Network Security (CIMNS 2018)
PB  - Atlantis Press
SP  - 176
EP  - 178
SN  - 2352-538X
UR  - https://doi.org/10.2991/cimns-18.2018.39
DO  - 10.2991/cimns-18.2018.39
ID  - Chen2018/11
ER  -