[1]
Huang Hanmin. Fujian Earth Building[J]. Fujian Architecture.2001,(1). (in Chinese)
Google Scholar
[2]
Chen Jingren. Turbulent Model and Finite Analytic Method [M].Shanghai: Shanghai Jiaotong University Press,1989 . (in Chinese)
Google Scholar
[3]
Stathopoulos T, Baskaran A. Computer simulation of wind environmental conditions around buildings [J]. Engineering Structures, 1996, 18(11).
DOI: 10.1016/0141-0296(95)00155-7
Google Scholar
[4]
Baskaran A, Stathopoulos T. Computational evaluation of wind effects on buildings [J]. Bldg Environ, 1989, 24(4).
Google Scholar
[5]
Sun Xiaoying,Wu Yue,Lin Bin,Shen Shizhao. Civil Engineering CFD Simulation of Parameters Settings[C]. The 7th National Wind Engineering and Iindustrial Aerodynamic Academic Conference Papers,Chengdu:2006,558-563. (in Chinese)
Google Scholar
[6]
M.Gluck,M.Breuer,F.Durst,A.Halfmann,E.Rank,Computation of fluid-structure interaction on light weight structures[J].Journal of Wind Engineering and Industrial Aerodynamics. 2001,89.
DOI: 10.1016/s0167-6105(01)00150-7
Google Scholar
[7]
The People's Republic of China Ministry of Construction.GB5000922001 Building Load Code[M].Beijing: China Building Industry Press,2002. (in Chinese)
Google Scholar
[8]
Wang Hui,Chen Shuifu,Tang Jinchun. Numerical simulation of wind pressures on low-rise building with gable roof[J].Journal of Zhejiang University: Engineering Science,2003,37(6). (in Chinese)
Google Scholar
[9]
Koikekoi H. Evolution of CFD software from academic code to practical engineering software[J].Journal of Wind Engineering and Industrial Aerodynamics,1999,81.
DOI: 10.1016/s0167-6105(99)00008-2
Google Scholar
[10]
Lou Wenjuan,Sun Bin,Lu Dan,Shen Guohui. Wind tunnel test and numerical simulation of wind loads on complex cantilevered roofs[J].Journal of Building Structures.2007,28(1) .(in Chinese)
Google Scholar
[11]
Zhou Xuanyi. The wind load and wind-induced responses research of long-span roof structure[D].Tongji University Doctoral Dissertation,2004.
Google Scholar