Comparison of Wind Load Provisions Based on the Wind Buckling Behaviors of Plant Tank |
Bae, Doobyong
(School of Civil and Environmental Engineering, Kookmin University)
Park, Il Gyu (School of Civil and Environmental Engineering, Kookmin University) Park, Jang Ho (School of Civil and Environmental Engineering, Ajou University) Oh, Chang Kook (School of Civil and Environmental Engineering, Kookmin University) |
1 | 소방방재청(2013), 위험물안전관리에 관한 세부기준. National Emergency Management (2013), Code for the Design of Tank with Dangerous Substances (in Korean). |
2 | 한국표준협회(2006), 액체저장탱크의 내풍압 및 내진에 대한 설계요건 KS B 6283. Korean Standards Association (2006), Design requirements for wind load and seismic load of oil storage tanks (in Korean). |
3 | AMERICAN PETROLEUM INSTITUTE (2013), Welded Tanks for Oil Storage API 650 12th. |
4 | ASCE Standard (2010), ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other structures. |
5 | British Standards (2005), EN 1991-1-4 General actions - wind actions. |
6 | British Standards (2005), EN 1993-4-1 Silos. |
7 | British Standards (2005), EN 1993-4-1 Tanks. |
8 | Carlos, A., Burgos, Rossana, C. Jaca, Jorge L. Lassig, Luis A. Godoy (2014), Wind buckling of tanks with conical roof considering shielding by another tank, Thin-Walled structures. |