Seismic evaluation and structural design on high-rise shear wall structure

DOI

10.2991/icmmita-16.2016.140How to use a DOI?

Keywords

High-rise shear wall structure; Seismic evaluation; Structural design.

Abstract

This paper presents a seismic evaluation and structural design on the 160m high residential building. This high-rise shear wall structure can be determined as super high, re-entrant corners irregular and torsion irregular. Maximum value of horizontal seismic influence coefficient is 0.079. Three different numerical models by finite element packages are established to analyze the behavior of the structure. The structure can reach the seismic design requirements.

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  - Youyang Xin
AU  - Huyong Li
PY  - 2017/01
DA  - 2017/01
TI  - Seismic evaluation and structural design on high-rise shear wall structure
BT  - Proceedings of the 2016 4th International Conference on Machinery, Materials and Information Technology Applications
PB  - Atlantis Press
SP  - 752
EP  - 756
SN  - 2352-538X
UR  - https://doi.org/10.2991/icmmita-16.2016.140
DO  - 10.2991/icmmita-16.2016.140
ID  - Xin2017/01
ER  -