Proceedings of the 2014 International Conference on Mechanics and Civil Engineering

Construction and Development of Software Platform for Wind-related Researches of High-rise Building

Authors
Pei HU, Yong QUAN
Corresponding Author
Pei HU
Available Online December 2014.
DOI
10.2991/icmce-14.2014.98How to use a DOI?
Keywords
Wind Load, MySQL, Dynamic Web Page Technique
Abstract

The wind loads are one of the control loads on the high-rise building. Researchers in the wind engineering field have done numerous studies and have made plenty of achievements, which greatly promote the social development. Combining database system and advanced calculation languages, a MySQL-based software platform for wind-related researches of high-rise building is built in the paper. The platform can process the data of wind tunnel tests and calculate both wind loads and responses for structural design, providing guidance to researchers and structure designers

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/).

Download article (PDF)

Volume Title
Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
Series
Advances in Engineering Research
Publication Date
December 2014
ISBN
978-94-62520-41-7
ISSN
2352-5401
DOI
10.2991/icmce-14.2014.98How to use a DOI?
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/).

Cite this article

TY  - CONF
AU  - Pei HU
AU  - Yong QUAN
PY  - 2014/12
DA  - 2014/12
TI  - Construction and Development of Software Platform for Wind-related Researches of High-rise Building
BT  - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
PB  - Atlantis Press
SP  - 561
EP  - 563
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmce-14.2014.98
DO  - 10.2991/icmce-14.2014.98
ID  - HU2014/12
ER  -