Parameters to be Considered for Wind Analysis of Roofs with Openings—A Review
Author:
Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-030-26365-2_39
Reference18 articles.
1. Huang MF, Lou W, Pan X, Chan CM, Li QS (2014) Hermite extreme value estimation of non-gaussian wind load process on a long-span roof structure. J Struct Eng 140(9):04014061. https://doi.org/10.1061/(asce)st.1943-541x.0000962
2. Tecle AS, Bitsuamlak GT, Chowdhury AG (2010) Opening and compartmentalization effects of internal pressure in low-rise buildings with gable and hip roofs. J Struct Eng 21(1):04014002. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000101
3. Wang J, Cao S, Pang W, Cao J (2018) Experimental study on tornado-induced wind pressures on a cubic building with openings. J Struct Eng 144(2):04017206. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001952
4. Prevatt DO, Cui B (2010) Wind tunnel studies on sawtooth and monosloped roofs. J Struct Eng 136(9):1161–1171. https://doi.org/10.1061/(ASCES)T.1943-541X.0000200
5. Xu H, Lou W (2016) Wind-induced internal pressures in building with dominant opening on hemi-ellipsoidal roof. J Struct Eng 142(7):1–10. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001468
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