Universal Equivalent Static Wind Load for Roof Structures
| Author(s): |
Yukio Tamura
Akira Katsumura Osamu Nakamura |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
| Published in: | IABSE-IASS 2011 London Symposium Report |
| Year: | 2011 |
| Abstract: |
The authors have proposed a Universal Equivalent Static Wind Load (ESWL) that simultaneously reproduces the largest load effects on all structural members[1,2]. It is applied to various long-span structures to verify its accuracy. It is clarified that the Universal ESWL can be applied to any building shape and structural type, and has high accuracy and extendibility. |
| Keywords: |
Equivalent static wind load Universal ESWL Largest load effect POD analysis Long- span roof
|
- About this
data sheet - Reference-ID
10065208 - Published on:
03/10/2011 - Last updated on:
05/07/2021
Structurae cooperates with
