Elastic-plastic Time History Analysis on the Super-high Business-living Building in Hefei

DOI

10.2991/aece-16.2017.40How to use a DOI?

Keywords

dynamic elastic-plastic analysis; super high-rise building; MIDAS building

Abstract

This project is a super high-rise office building in Hefei with 128.9 m height. Based on the theory of plastic hinges (beams and columns) and fiber model (walls), elastic-plastic time-history analysis is performed on the super-high business-living building in Hefei by MIDAS Building software under the scarce earthquake load. Failure Modes and plastic zone development are researched according to the feature of the structure. Calculation results indicate that the main building structure has excellent holistic behavior and can meet the seismic performance objective when affected by three rarely earthquake respectively.

Copyright

© 2017, 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  - Kewei DING
AU  - Chen LI
PY  - 2016/12
DA  - 2016/12
TI  - Elastic-plastic Time History Analysis on the Super-high Business-living Building in Hefei
BT  - Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering
PB  - Atlantis Press
SP  - 178
EP  - 181
SN  - 2352-5401
UR  - https://doi.org/10.2991/aece-16.2017.40
DO  - 10.2991/aece-16.2017.40
ID  - DING2016/12
ER  -