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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

Effect of variable location of soil layers on the behaviour of laterally loaded piles - sensitivity analysisBUDKOWSKA, B. B.Computers and geotechnics. 1999, Vol 25, Num 1, pp 25-43, issn 0266-352XArticle

Sensivity analysis of short piles embedded in homogeneous soil. Part I (Theoretical formulation)BUDKOWSKA, B. B.Computers and geotechnics. 1997, Vol 21, Num 2, pp 87-101, issn 0266-352XArticle

Response of a pile to cyclic lateral loads using moment area methodSAWANT, V. A; AMIN, N. B; DEWAIKAR, D. M et al.Indian geotechnical journal. 1996, Vol 26, Num 4, pp 353-363, issn 0046-8983Article