SOME CONCEPTS IN DESIGN OF COSTAL STRUCTURES.KRAY CJ.1976; MAR. TECHNOL. SOC. J.; U.S.A.; DA. 1976; VOL. 10; NO 8; PP. 32-34Article

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ETUDE EXPERIMENTALE SUR DES CARACTERISTIQUES DES PONTS SUSPENDUSSUGISAKI M.1976; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1976; VOL. 16; NO 6; PP. 689-695; ABS. ANGL.; BIBL. 2 REF.Article

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BEHAVIOUR OF MORTAR INFILLED STEEL FRAMES UNDER LATERAL LOAD.BARUA HK; MALLICK SK.1977; BUILDG AND ENVIRONMENT; G.B.; DA. 1977; VOL. 12; NO 4; PP. 263-272; BIBL. 11 REF.Article

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A SIMPLIFIED MODEL FOR LATERAL LOAD ANALYSIS OF ASYMMETRICAL BUILDINGSBALENDRA T.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 3; PP. 154-162; BIBL. 14 REF.Article

AN ELASTO-PLASTIC ANALYSIS OF A CORE STRUCTURE.SCHWAIGHOFER J; WING NING HO.1977; BUILDG AND ENVIRONMENT; G.B.; DA. 1977; VOL. 12; NO 3; PP. 199-204; BIBL. 7 REF.Article

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SPECIAL FOUNDATION FOR TAIL CAR TRACK IN A CABLEWAY = FONDATION SPECIALE POUR CHEMIN DE ROULEMENT D'UN TERMINAL DE BLONDINBANERJEE SP.1982; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1982; VOL. 56; NO 9; PP. 232-233Article

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DAMPING OF FRAMES WITH CONSTRAINED VISCOELASTIC LAYERS = AMORTISSEMENT DE LA VIBRATION DES CHARPENTES A L'AIDE DE COUCHES DE MATERIAU VISCOELASTIQUEGASPARINI DA; AMITABHA DEB CHAUDHURY; CURRY LW et al.1980; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 115-131; BIBL. 17 REF.Article

MODELS OF PRECAST CONCRETE LARGE PANEL BUILDINGS = ESSAIS SUR MODELES DE CONSTRUCTION PAR GRANDS PANNEAUX DE BETONHARRIS HG; MUSKIVITCH JC.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 545-565; BIBL. 15 REF.Article

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ELASTOPLASTIC ANALYSIS OF COUPLED SHEAR WALLS.NAYAR KK; COULL A.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 9; PP. 1845-1860; BIBL. 11 REF.Article

Lateral resistance of a pile = Résistance latérale d'un pieuOKAHARA, M; TAKAGI, S; TAGUCHI, K et al.NIST Special publication. 1990, Num 796, pp 131-141, 11 p.Conference Paper

LATERAL EARTH PRESSURES IN EXPANSIVE CLAY SOILS = PRESSIONS LATERALES DES TERRES DANS LES ARGILES EXPANSIVESPUFHAL DE; FREDLUND DG; RAHARDJO H et al.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 2; PP. 228-241Article

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