ACTIONS DU VENT SUR UN PYLÔNE EN TREILLIS = Wind actions on truss pylonsCLAVAUD, D.Construction métallique. 2014, Vol 50, Num 1, pp 57-73, issn 0045-8198, 17 p.Article

Improved reliability of wind turbine towers with tuned liquid column dampers (TLCDs)MENSAH, Akwasi F; DUENAS-OSORIO, Leonardo.Structural safety. 2014, Vol 47, pp 78-86, issn 0167-4730, 9 p.Article

Reliability design methodology for confined high pressure inflatable structuresBARBERO, E. J; SOSA, E. M; MARTINEZ, X et al.Engineering structures. 2013, Vol 51, pp 1-9, issn 0141-0296, 9 p.Article

Multiagent-Based Collaborative Framework for a Self-Managing Structural Health Monitoring SystemSMARSLY, Kay; LAW, Kincho H; HARTMANN, Dietrich et al.Journal of computing in civil engineering. 2012, Vol 26, Num 1, pp 76-89, issn 0887-3801, 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

Dynamic reduction-based structural damage detection of transmission towers: Practical issues and experimental verificationLAM, Heung-Fai; TAO YIN.Engineering structures. 2011, Vol 33, Num 5, pp 1459-1478, issn 0141-0296, 20 p.Article

Experimental tests of slender reinforced concrete columns under combined axial load and lateral forceBARRERA, A. C; BONET, J. L; ROMERO, M. L et al.Engineering structures. 2011, Vol 33, Num 12, pp 3676-3689, issn 0141-0296, 14 p.Article

Double hinged articulated tower interaction with wind and wavesISLAM, Nazrul; MOHD MOONIS ZAHEER; AHMED, Suhail et al.Journal of wind engineering and industrial aerodynamics. 2009, Vol 97, Num 5-6, pp 287-297, issn 0167-6105, 11 p.Article

Experimental comparison of the dynamic performance for steel, aluminum and glass-fiber-reinforced-polymer light polesCARACOGLIA, Luca; VELAZQUEZ, Antonio.Engineering structures. 2008, Vol 30, Num 4, pp 1113-1123, issn 0141-0296, 11 p.Article

Numerical and experimental study of vibration mitigation for highway light polesCARACOGLIA, Luca; JONES, Nicholas P.Engineering structures. 2007, Vol 29, Num 5, pp 821-831, issn 0141-0296, 11 p.Article

Numerical calculation of separated flow past a circular cylinder using panel techniqueROY, A; BANDYOPADHYAY, G.Journal of wind engineering and industrial aerodynamics. 2006, Vol 94, Num 3, pp 131-149, issn 0167-6105, 19 p.Article

Tensile strength of bolted ring-type splices of solid round leg members of guyed communication towersKUMALASARI, Cindy; LIHONG SHEN; MADUGULA, Murty K. S et al.Canadian journal of civil engineering (Print). 2005, Vol 32, Num 3, pp 595-600, issn 0315-1468, 6 p.Article

Construction of a tower with pultruded FRP compositesROVIRA, Juan; IVORRA, Salvador; ROVIRA, Joaquin et al.Journal of the International Association for Shell and Spatial Structures. 2004, Vol 45, Num 2, pp 109-117, issn 1028-365X, 9 p.Article

Der Posttower in Bonn - ein transparentes Hochhaus mit technischen Besonderheiten = La Posttower à Bonn - aspects techniques d'un bâtiment transparent = The Posttower in Bonn - technical features of a transparent buildingWolperding, G.Der Stahlbau. 2002, Vol 71, Num 10, pp 707-714, issn 0038-9145, 8 p.Article

Mondrian XX Large = Super signalALSOP, W.Techniques et architecture (Paris). 2002, Num 461, pp 48-51, issn 0373-0719Article

World trade center: les leçons techniques de la catastrophe = World Trade Center : the technical lessons of the disasterSAGOT, Francois.Le Moniteur des travaux publics et du bâtiment. 2002, Num 5154, pp 16-19, issn 0026-9700, 3 p.Article

Sway tower: an early example of high-rise concrete constructionTROUT, Edwin.Concrete (London). 2002, Vol 36, Num 9, pp 64-65, issn 0010-5317, 2 p.Article

Modal testing of wind turbines, then (1982) and now (2002)CARNE, Thomas G.SPIE proceedings series. 2002, isbn 0-912053-77-1, 2Vol, Vol 1, p. 389Conference Paper

Wind-induced response of guyed mastsYAN-LI, He; XING, Ma; ZHAO-MIN, Wang et al.Journal of the International Association for Shell and Spatial Structures. 2001, Vol 42, Num 3, pp 129-138, issn 1028-365XArticle

Turmbauweisen von Windenergieanlagen = Tower types for wind energy plants = Types de tours pour centrales éoliennesUTH, H.J.Bauingenieur. 2001, Vol 76, Num 6, pp 302-304, issn 0005-6650Article

Rehabilitation of the highest wooden tower in PolandAJDUKIEWICZ, A; BROL, J; MALCZYK, A et al.Structural engineering international. 2000, Vol 10, Num 3, pp 161-163, issn 1016-8664Article

The making of a modern landmarkECKER, Heinrich.Concrete engineering international. 2000, Vol 4, Num 8, pp 18-20, issn 1460-5856Article

Distributed multi-reasoning mechanism to support conceptual structural design = Mécanisme du raisonnement multiple distribué pour le calcul assisté des constructionsSOIBELMAN, L; PENA-MORA, F.Journal of structural engineering (New York, NY). 2000, Vol 126, Num 6, pp 733-742, issn 0733-9445Article

Dynamic response of a lattice tower with antenna under wind loadingGOMATHINAYAGAM, S; SHANMUGASUNDARAM, J; HARIKRISHNA, P et al.Journal of the Institution of Engineers. India. Civil Engineering Division. 2000, Vol 81, Num JUN, pp 37-44, issn 0020-336XArticle

Earthquake amplification factors for self-supporting telecommunication towersKHEDR, M; MCCLURE, G.Canadian journal of civil engineering (Print). 1999, Vol 26, Num 2, pp 208-215, issn 0315-1468Article