Seismic evaluation and structural design on high-rise shear wall structure
Youyang Xin, Huyong Li
Available Online January 2017.
- 10.2991/icmmita-16.2016.140How to use a DOI?
- High-rise shear wall structure; Seismic evaluation; Structural design.
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.
- © 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/).
Cite this article
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 -