Analysis of the Interaction between Stair and Frame under Horizontal Earthquake Action Based on ETABS

DOI

10.2991/icmce-14.2014.82How to use a DOI?

Keywords

ETABS, Frame Structure, Staircase, Seismic Performance

Abstract

Two computer models of concrete frame with staircase were made and the seismic-performance of the models in elastic-phase was calculated by adopting base shear method, spectrum analysis by ETABS. The results show that including staircase into models will change the seismic performance of frame structure significantly. The paper proposes that the computer model with staircase and the response spectrum analysis should be used firstly in the seismic design of concrete frame with staircase

Copyright

© 2014, 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  - Zhi-Wei CAO
AU  - Chen BIAN
AU  - Chun-Yi XU
PY  - 2014/12
DA  - 2014/12
TI  - Analysis of the Interaction between Stair and Frame under Horizontal Earthquake Action Based on ETABS
BT  - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
PB  - Atlantis Press
SP  - 478
EP  - 483
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmce-14.2014.82
DO  - 10.2991/icmce-14.2014.82
ID  - CAO2014/12
ER  -