Advances in the application of the Principal Static Wind Loads: A large-span roof case
暂无分享,去创建一个
[1] M.H. Huang,et al. A refined method of multi-target equivalent static wind loads: A bridge case , 2021 .
[2] Wuyi Sun,et al. Universal equivalent static wind loads of fluctuating wind loads on large-span roofs based on compensation of structural frequencies and modes , 2020 .
[3] Bo Chen,et al. Equivalent Static Wind Loads on Plate-Like Flat Roofs: Data-Based Closed Form , 2020 .
[4] Ning Su,et al. Analyzing the background and resonant effects of wind-induced responses on large-span roofs , 2018, Journal of Wind Engineering and Industrial Aerodynamics.
[5] Yue Wu,et al. Gust response envelope approach to the equivalent static wind load for large-span grandstand roofs , 2018, Journal of Wind Engineering and Industrial Aerodynamics.
[6] S. de Miranda,et al. Buffeting analysis: a numerical study on the extraction of equivalent static wind loads , 2018 .
[7] Lin Zhao,et al. Wind induced dynamic responses on hyperbolic cooling tower shells and the equivalent static wind load , 2017 .
[8] Francesco Ubertini,et al. Equivalent Static Wind Loads: Recent developments and analysis of a suspended roof , 2017 .
[9] Thomas Andrianne,et al. Assessment of extreme value overestimations with equivalent static wind loads , 2017 .
[10] Vincent Denoël,et al. Reconstruction of the envelope of non-Gaussian structural responses with principal static wind loads , 2016 .
[11] Wenjuan Lou,et al. Multiobjective Equivalent Static Wind Loads on Complex Tall Buildings Using Non-Gaussian Peak Factors , 2015 .
[12] Ming Gu,et al. Universal Equivalent Static Wind Loads of Fluctuating Wind Loads on Large-Span Roofs Based on POD Compensation , 2015 .
[13] Gang Li,et al. Constrained Least-Squares Method for Computing Equivalent Static Wind Loads of Large-Span Roofs , 2014 .
[14] Yukio Tamura,et al. Wind-Induced Response and Equivalent Static Wind Load of Long-Span Roof Structures by Combined Ritz-Proper Orthogonal Decomposition Method , 2013 .
[15] Vincent Denoël,et al. Principal static wind loads , 2013 .
[16] Qingshan Yang,et al. Wind-Induced Response and Equivalent Static Wind Loads of Long Span Roofs , 2012 .
[17] Qing Shan Yang,et al. Multi-Object Resonant Response Equivalent Static Wind Load of Large-Span Roofs , 2011 .
[18] Yukio Tamura,et al. Universal Equivalent Static Wind Load Estimation for Spatial Structures Based on Wind-Induced Envelope Responses , 2009 .
[19] Zhuangning Xie,et al. Equivalent Static Wind Loads on Long-Span Roof Structures , 2008 .
[20] Yukio Tamura,et al. Universal wind load distribution simultaneously reproducing largest load effects in all subject members on large-span cantilevered roof , 2007 .
[21] Yukio Tamura,et al. Maximum Wind Load Effects on a Large-Span Cantilevered Roof , 2005 .
[22] J. Holmes. Equivalent time averaging in wind engineering , 1997 .
[23] J. Holmes. Optimised peak load distributions , 1992 .
[24] J. R. Mayne,et al. A novel working approach to the assessment of wind loads for equivalent static design , 1979 .
[25] Alan G. Davenport,et al. Gust Loading Factors , 1967 .
[26] Hong-yu Jia,et al. Coupled wind-induced responses and equivalent static wind loads on long-span roof structures with the consistent load–response–correlation method , 2018 .
[27] Francesco Ubertini,et al. An efficient approach to the determination of Equivalent Static Wind Loads , 2017 .
[28] Kazem Abhary,et al. Maximising Performance of Genetic Algorithm Solver in Matlab , 2016 .
[29] Gang Li,et al. ESWL for Large-Span Roof Based on Grouping Response Method , 2013 .
[30] Michael Kasperski,et al. The L.R.C. (load-response-correlation) - method a general method of estimating unfavourable wind load distributions for linear and non-linear structural behaviour , 1992 .
[31] M. Kasperski,et al. Extreme wind load distributions for linear and nonlinear design , 1992 .