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LCA application in the optimum design of high rise steel structuresYOUNG SANG CHO; JEOM HAN KIM; SEONG UK HONG et al.Renewable & sustainable energy review. 2012, Vol 16, Num 5, pp 3146-3153, issn 1364-0321, 8 p.Article

Vibration of a pinned-pinned beam forced by harmonic motion of lateral forceKUKLA, S.Journal of sound and vibration. 1992, Vol 156, Num 2, pp 367-372, issn 0022-460XArticle

Approximate analysis of asymmetric buildings = Analyse approchée des immeubles asymétriquesBALENDRA, T; SWADDIWUDHIPONG, S; SER-TONG QUEK et al.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 9, pp 2056-2072, issn 0733-9445Article

Nonlinear analysis of long circular cylindrical shells under lateral loadingKALIMANIS, J; KOUNADIS, A.Revue roumaine des sciences techniques. Série de mécanique appliquée. 1984, Vol 29, Num 4, pp 429-435, issn 0035-4074Article

Dynamic stability of laterally loaded buckled beams = Stabilité dynamique de poutres flambées chargées latéralementSEIDE, P.Journal of engineering mechanics. 1984, Vol 110, Num 10, pp 1556-1569, issn 0733-9399Article

Active length of laterally loaded piles = Longueur active de pieux chargés latéralementWANG, M. C; LIAO, W. P.Journal of geotechnical engineering. 1987, Vol 113, Num 9, pp 1044-1048, issn 0733-9410Article

Large transverse deflections of circular plates loaded symmetricallyFERRISS, D. H.Computers & structures. 1986, Vol 22, Num 4, pp 709-724, issn 0045-7949Article

Variation principles and bounds for the approximate analysis of plane membranes under lateral pressureSTOÅKERS, B.Journal of applied mechanics. 1983, Vol 50, Num 4A, pp 743-749, issn 0021-8936Conference Paper

Non-stationary creep behavior of floating ice beams under lateral loadsHUI, D; XIROUCHAKIS, P. C; CHEN, Y. H et al.International journal of solids and structures. 1987, Vol 23, Num 11, pp 1485-1503, issn 0020-7683Article

Photoelastic analysis of laterally loaded rigid pipes = Analyse photoélastique de pieux rigides chargés latéralementRICHTER, J. A; DEMARS, K. R; RICHARDS, R. Jr et al.Journal of geotechnical engineering. 1984, Vol 110, Num 4, pp 548-551, issn 0733-9410Article

Design of piles for lateral load = Calcul de pieux pour des charges latéralesConference on geotechnical practice in offshore engineering. 1983, pp 499-580Conference Paper

Large deflection of Unsymmetric laminates with mixed boundary conditionsCHUEN-YUAN CHIA.International journal of non-linear mechanics. 1985, Vol 20, Num 4, pp 273-282, issn 0020-7462Article

Calcolo in exercizio e a rottura di pali soggetti ad azioni orizzontali = Calcul en service et à la rupture de pieux soumis à des charges latéralesVANNUCCHI, G; GHINELLI, A.Giornale del genio civile. 1984, Vol 122, Num 7-8-9, pp 281-308, issn 0017-016XArticle

Approximate analysis of shear wall assemblies with openings = Calcul approché de murs de contreventement couplés comportant des ouverturesTHAM, L. G; CHEUNG, Y. K.1983, Vol 61B, Num 2, pp 41-45Article

Interaction between elastic buckling and plastic collapse: a study of the failure of beam-columns = Interaction entre le flambement élastique et la ruine plastique: une étude de la rupture des poteauxHO, D.1983, Vol 61B, Num 4, pp 79-87Article

A viscoelastic correspondence principle for plane membranes subjected to lateral pressureSTORÅKERS, B.Journal of applied mechanics. 1983, Vol 50, Num 4A, pp 740-742, issn 0021-8936Article

Simple Model for Nonlinear Response of 52 Laterally Loaded PilesWEI DONG GUO.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 2, pp 234-252, issn 1090-0241, 19 p.Article

Simplified Hybrid p-y Spring Model for Liquefied SoilsFRANKE, Kevin W; ROLLINS, Kyle M.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 4, pp 564-576, issn 1090-0241, 13 p.Article

p-y Plasticity Model for Nonlinear Dynamic Analysis of Piles in Liquefiable SoilBRANDENBERG, Scott J; MINXING ZHAO; BOULANGER, Ross W et al.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 8, pp 1262-1274, issn 1090-0241, 13 p.Article

Influence of transverse loading on the stability of slender unreinforced masonry wallsBEAN POPEHN, Jennifer R; SCHULTZ, Arturo E; MU LU et al.Engineering structures. 2008, Vol 30, Num 10, pp 2830-2839, issn 0141-0296, 10 p.Article

Theoretical p-y Curves for Laterally Loaded Single Piles in Undrained Clay Using Bezier CurvesKODIKARA, Jayantha; HAQUE, Asadul; KAH YING LEE et al.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 1, pp 265-268, issn 1090-0241, 4 p.Article

Field measurements of laterally loaded drilled shaftsEDGERS, L; SMITH, D; DIFIORE, S et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 979-982, isbn 90-5410-891-6Conference Paper

Comportement d'un pieu charge latéralement avec prise en compte du cisaillement à l'interface des couches du sol = Behaviour of a laterally-loaded pile taking into account the shear at the interface of soil layersBELKHIR, S; LEVACHER, D; MEZAZIGH, S et al.La Revue marocaine du génie civil. 1998, Num 73, pp 173-183, issn 0851-7916Conference Paper

Behavior of a braced structure for excavation under asymmetrical lateral loadKAZAMA, S.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 531-536, isbn 90-5809-106-6Conference Paper