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A review of wind loads on heliostats and trough collectorsHONGHANG SUN; BO GONG; QIANG YAO et al.Renewable & sustainable energy review. 2014, Vol 32, pp 206-221, issn 1364-0321, 16 p.Article

Experimental wind load model for heliostatsCHUNCHENG ZANG; ZHIFENG WANG; HONG LIU et al.Applied energy. 2012, Vol 93, pp 444-448, issn 0306-2619, 5 p.Article

A new parametric equation for the wind pressure coefficient for low-rise buildingsMUEHLEISEN, Ralph T; PATRIZI, Silverio.Energy and buildings. 2013, Vol 57, pp 245-249, issn 0378-7788, 5 p.Article

Beansfruchung von Dachflächen unter Windlasten, DIN 1055 und DIN 18531 = Contraintes de surfaces de toits soumis à des charges de vent (DIN 1055 et DIN 18531)KRAMER, C; GERHARDT, H. G.BMT. Baumaschine + Bautechnik. 1985, Vol 32, Num 4, pp 139-152, issn 0005-6693Article

Practical examples of pylon stabilitiesNATKE, H. G; GERASH, W. J.Engineering structures. 1984, Vol 6, Num 4, pp 357-362, issn 0141-0296Article

Effect of building length on wind loads on low-rise buildings with a steep roof pitchGINGER, J. D; HOLMES, J. D.Journal of wind engineering and industrial aerodynamics. 2003, Vol 91, Num 11, pp 1377-1400, issn 0167-6105, 24 p.Article

South African wind loading specifications : The Euro way?GOLIGER, A. M.Journal of wind engineering and industrial aerodynamics. 2007, Vol 95, Num 9-11, pp 1053-1064, issn 0167-6105, 12 p.Conference Paper

An experimental investigation of wind-induced ovalling oscillations of thin, circular cylindrical shellsUEMATSU, Y; UCHIYAMA, K.Journal of wind engineering and industrial aerodynamics. 1985, Vol 18, Num 3, pp 229-243, issn 0167-6105Article

Buckling of orthotropic cylinders due to wind load = Flambage de cylindres orthotropes dû aux charges de ventSUKHVARSH JERATH; HABIB SADID.Journal of engineering mechanics. 1985, Vol 111, Num 5, pp 610-622, issn 0733-9399Article

Wind-induced response analysis of tension leg platforms = Réponse au vent de plateformes semi-submersiblesKAREEM, A.Journal of structural engineering (New York, NY). 1985, Vol 111, Num 1, pp 37-55, issn 0733-9445Article

Wind loads on canopy roofs = Charges de vent sur des toitures auventBuilding Research Establishment digest. 1984, Num 284, issn 0144-8536, 4 p.Serial Issue

Seismic behaviour of unreinforced masonry walls = Comportement sismique de murs en maçonnerie non arméePRIESTLEY, M. J. N.Bulletin of the New Zealand National Society for Earthquake Engineering. 1985, Vol 18, Num 2, pp 191-205, issn 0110-0718Article

Note on directional and seasonal assessment of extreme winds for designCOOK, N. J.Journal of wind engineering and industrial aerodynamics. 1983, Vol 12, Num 3, pp 365-372, issn 0167-6105Article

ZUR GESAMTWINDLAST VON PUNKTHOCH-HAEUSERN. = SUR LA CHARGE TOTALE DU VENT SUR UN BATIMENT TOURSCHNEIDER KH.1976; BETON-U. STAHLBETONBAU; DTSCH.; DA. 1976; VOL. 71; NO 11; PP. 266-270; BIBL. 11 REF.Article

The effect of soil-foundation-structure interaction on the wind-induced response of tall buildingsVENANZI, Ilaria; SALCIARINI, Diana; TAMAGNINI, Claudio et al.Engineering structures. 2014, Vol 79, pp 117-130, issn 0141-0296, 14 p.Article

Calculation of guyed masts in accordance with EN 1993-3-1 standard taking into account mast shaft geometrical imperfectionsMATUSZKIEWICZ, Monika.Engineering structures. 2011, Vol 33, Num 6, pp 2044-2048, issn 0141-0296, 5 p.Article

Wind load on a container crane located in atmospheric boundary layersLEE, Sang-Joon; KANG, Jong-Hoon.Journal of wind engineering and industrial aerodynamics. 2008, Vol 96, Num 2, pp 193-208, issn 0167-6105, 16 p.Article

Code approaches to vortex shedding and own modelFLAGA, Andrzej; LIPECKI, Tomasz.Engineering structures. 2010, Vol 32, Num 6, pp 1530-1536, issn 0141-0296, 7 p.Article

Equivalent static wind loads on low-rise buildings based on full-scale pressure measurementsXINZHONG CHEN; NAN ZHOU.Engineering structures. 2007, Vol 29, Num 10, pp 2563-2575, issn 0141-0296, 13 p.Article

Analysis of structural deformation and deformation-induced solar radiation misalignment in a tracking photovoltaic systemLIN, Chih-Kuang; DAI, Chen-Yu; WU, Jiunn-Chi et al.Renewable energy. 2013, Vol 59, pp 65-74, issn 0960-1481, 10 p.Article

Optimisation of a steel tower for a wind turbine structureUYS, P. E; FARKAS, J; JARMAI, K et al.Engineering structures. 2007, Vol 29, Num 7, pp 1337-1342, issn 0141-0296, 6 p.Article

Aeroelastic divergence and flutter: Critical comments on the regulations of EN 1991-1-4KIRCH, Arno; CLOBES, Mathias; PEIL, Udo et al.Journal of wind engineering and industrial aerodynamics. 2011, Vol 99, Num 12, pp 1221-1226, issn 0167-6105, 6 p.Article

Estimation of Probabilistic Extreme Wind Load Effects: Combination of Aerodynamic and Wind Climate DataXINZHONG CHEN; GUOQING HUANG.Journal of engineering mechanics. 2010, Vol 136, Num 6, pp 747-760, issn 0733-9399, 14 p.Article

Wind-induced dynamic response of HeliostatBO GONG; ZHENGNONG LI; ZHIFENG WANG et al.Renewable energy. 2012, Vol 38, Num 1, pp 206-213, issn 0960-1481, 8 p.Article

WIND LOADS ON LOW-RISE BUILDINGS-EFFECTS OF ROOF GEOMETRY.EATON KJ.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 95-164 (30P.); BIBL. DISSEM.Conference Paper

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