Assessment of damage in low-rise buildings = Evaluation des dégats pour les constructions bassesBuilding Research Establishment digest. 1990, Num 251, issn 0144-8536, 8 p.Article

Effect of frequency response on peak pressure measurements = Effet de la réponse à la fréquence sur les mesures de pression de pointeHOLMES, J. D.Journal of wind engineering and industrial aerodynamics. 1984, Vol 17, Num 1, pp 1-9, issn 0167-6105Article

Zur Auslegung von Trockenkühltürmen unter besonderer Beachtung niedriger Bauarten = A propos de la conception de tours sèches en tenant compte de constructions basses = Design of dry cooling towers specially of lower constructionWITTE, R; SCHULZ, S.Brennstoff-Wärme-Kraft. 1983, Vol 36, Num 11, pp 477-481, issn 0006-9612Article

A parametric, experimental analysis of conical vortices on curved roofs of low-rise buildingsFRANCHINI, S; PINDADO, S; MESEGUER, J et al.Journal of wind engineering and industrial aerodynamics. 2005, Vol 93, Num 8, pp 639-650, issn 0167-6105, 12 p.Article

Characteristics of surface wind pressures on low-rise building located among large group of surrounding buildingsKIM, Yong Chul; YOSHIDA, Akihito; TAMURA, Yukio et al.Engineering structures. 2012, Vol 35, pp 18-28, issn 0141-0296, 11 p.Article

Design for seismic torsional forces = Calcul des forces de torsion sismiquesHUMAR, J. L.Canadian journal of civil engineering (Print). 1984, Vol 11, Num 2, pp 150-163, issn 0315-1468Article

Site investigation for low-rise building: the walkover survey = Enquête sur place pour les constructions basses: visite des lieuxBuilding Research Establishment digest. 1989, Num 348, issn 0144-8536, 8 p.Article

The use of flat rafts in low-rise housing = Emploi de radiers plats en construction basseO'ROURKE, J; ROBINSON, A.Structural (The) engineer. Part A: the journal of the Institution of Structural Engineers-monthly. 1988, Vol 66, Num 24, pp 413-415Article

Behaviour of corrugated steel roof cladding under combined wind uplift and rackingMAHENDRAN, M.Transactions of the Institution of Engineers, Australia. Civil engineering. 1994, Vol 36, Num 2, pp 157-163, issn 0819-0259Article

Potential engineering risks in the earthquake hazard to the East coast of Queensland = Risques potentiels pour les structures, dus aux séismes, dans la Côte Est du QueenslandWILLIAMS, D. J.Transactions of the Institution of Engineers, Australia. Civil engineering. 1988, Vol 30, Num 5, pp 307-317, issn 0819-0259Article

Adverse wind loads on low buildings due to buffeting = Charges de vent contraire sur des bâtiments peu élevés causées par des rafalesSTATHOPOULOS, T.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 10, pp 2374-2392, issn 0733-9445Article

Evaluation of earthquake response of lowrise structures using design codes and local specifications = Evaluation de la réponse à un séisme de structures basses en utilisant des codes de calcul et des spécifications localesHUTCHINSON, G. L; NAVIDI, A.Bulletin of the New Zealand National Society for Earthquake Engineering. 1983, Vol 16, Num 4, pp 331-344, issn 0110-0718Article

Simulation of wind-driven rain associated with tropical storms and hurricanes using the 12-fan Wall of WindBAHERU, Thomas; GAN CHOWDHURY, Arindam; BITSUAMLAK, Girma et al.Building and environment. 2014, Vol 76, pp 18-29, issn 0360-1323, 12 p.Article

Field measurements of extreme pressures on a flat roof of a low-rise building during typhoonsLI, Q. S; HU, S. Y; DAI, Y. M et al.Journal of wind engineering and industrial aerodynamics. 2012, Vol 111, pp 14-29, issn 0167-6105, 16 p.Article

Analysis of full-scale wind and pressure measurements on a low-rise buildingCARACOGLIA, Luca; JONES, Nicholas P.Journal of wind engineering and industrial aerodynamics. 2009, Vol 97, Num 5-6, pp 157-173, issn 0167-6105, 17 p.Article

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

Artificial neural network for wind loads on low-rise hip roof buildingsAHMAD, S; AKHTAR, S.Journal of the Institution of Engineers. India. Civil Engineering Division. 2005, Vol 85, Num fev, pp 228-235, issn 0020-336X, 8 p.Article

Trajectories of roof sheathing panels under high windsVISSCHER, Brent T; KOPP, Gregory A.Journal of wind engineering and industrial aerodynamics. 2007, Vol 95, Num 8, pp 697-713, issn 0167-6105, 17 p.Article

Wind effects of parapets on low buildings: Part 2. Structural loadsKOPP, Gregory A; MANS, Christian; SURRY, David et al.Journal of wind engineering and industrial aerodynamics. 2005, Vol 93, Num 11, pp 843-855, issn 0167-6105, 13 p.Article

PROBLEME D'ARCHITECTURE DE L'INDUSTRIALISATION DES BATIMENTS INDUSTRIELS A UN SEUL ETAGEAVRAMOVA A.1982; GOD. VISS. INST. ARHIT. STROIT. SOFIJA; ISSN 506141; BGR; DA. 1982; VOL. 28; NO 1; PP. 47-53; ABS. RUS/GERArticle

FOUNDATIONS FOR LOW-RISE BUILDINGS1979; B.R.E. NEWS; GBR; DA. 1979; NO 47; PP. 10-11Article

HOW TO BRACE A ONE-STORY BUILDING.BOLKER ED; CRAPO H.1977; ENVIRONMENT AND PLANNG B; G.B.; DA. 1977; VOL. 4; NO 2; PP. 125-152; BIBL. 12 REF.Article

Bayesian updating of fragilities with application to RC frames = Mise à jour bayésienne des courbes de fragilités avec application aux portiques en béton arméSINGHAL, A; KIREMIDJIAN, A.S.Journal of structural engineering (New York, NY). 1998, Vol 124, Num 8, pp 922-929, issn 0733-9445Article

The European market for low rise structuresTAYLOR, G.New steel construction. 1997, Vol 5, Num 5, pp 30-31, issn 0968-0098Article

Pressure distribution on a low-rise building model subjected to a family of boundary layersCHOU FANG; SILL, B. L.Journal of wind engineering and industrial aerodynamics. 1995, Vol 56, Num 1, pp 87-105, issn 0167-6105Article