Seismic and Wind High-Rise Building Design

DOI

10.2991/isees-18.2018.50How to use a DOI?

Keywords

Building, construction, impact, load, calculation, displacement, internal forces, testing

Abstract

The article presents the results of wind modeling with the effects on high-rise building in the aerodynamic tunnel; the data were applied to complete the calculations of the load-bearing structures with wind and seismic loads. This resulted in obtaining the forms of natural oscillations of a high-rise building, the maximum displacement and acceleration of the top of the building, the internal forces in the supporting structures of the aboveground part, in the base plate and in the piles, and the parameters of their reinforcement.

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/).

Download article (PDF)

TY  - CONF
AU  - Kh. N. Mazhiev
AU  - V. B. Zaalishvili
AU  - K. Kh. Mazhiev
AU  - L. N. Panasyuk
AU  - O. B. Radnaev
AU  - A. Kh. Mazhieva
AU  - Adam Kh. Mazhiev
AU  - Aslan Kh. Mazhiev
PY  - 2018/12
DA  - 2018/12
TI  - Seismic and Wind High-Rise Building Design
BT  - Proceedings of the International Symposium “Engineering and Earth Sciences: Applied and Fundamental Research” (ISEES 2018)
PB  - Atlantis Press
SP  - 258
EP  - 266
SN  - 2352-5401
UR  - https://doi.org/10.2991/isees-18.2018.50
DO  - 10.2991/isees-18.2018.50
ID  - Mazhiev2018/12
ER  -