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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

DISTRIBUTION OF HORIZONTAL LOADS ON SUPPORTING TOWER FOR CIRCULAR TANKS.KUNDOO SK.1977; INDIAN CONCR. J.; INDIA; DA. 1977; VOL. 51; NO 2; PP. 60-63Article

LATERALLY LOADED PILES: PROGRAM DOCUMENTATION.REESE LC.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 4; PP. 287-305; BIBL. 14 REF.Article

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

GROUP FACTORS FOR PILE DEFLECTION ESTIMATION = FACTEURS DE GROUPE POUR L'ESTIMATION DU FLECHISSEMENT DES PIEUXPOULOS HG.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 12; PP. 1489-1509; BIBL. 13 REF.Article

PULLOUT TESTS OF PILES IN SAND.REESE LC; COX WR.1978; J. PETROLEUM TECHNOL.; U.S.A.; DA. 1978-03; VOL. 30; PP. 343-348; BIBL. 3 REF.Article

THE DESIGN OF LATERALLY LOADED WALL PANELS. IIHASELTINE BA; WEST HWH; TUTT JN et al.1978; PROC. BRIT. CERAM. SOC.; GBR; DA. 1978; NO 27; PP. 147-167; BIBL. 11 REF.Article

INTERFERENCE EFFECTS ON LATERAL FORCES AND MOMENTS ON HIGH L/B SES ARRANGEMENTS.WILSON MB.1976; IN: ADV. MAR. VEH. CONF.; ARLINGTON, VA.; 1976; NEW YORK; AM. INST. AERONAUT. ASTRONAUT.; DA. 1976; VOL. 859; PP. 1-14; BIBL. 20 REF.Conference Paper

APPROXIMATE ANALYSIS OF A PILE UNDER DYNAMIC, LATERAL LOADING.GHAZZALY OI; HWONG ST; O'NEILL MW et al.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 4-5; PP. 363-368; BIBL. 27 REF.Article

BEHAVIOUR OF LATERALLY LOADED PILES NEAR A CUT OR SLOPE.POULOS HG.1976; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1976; VOL. 6; NO 1; PP. 6-12; BIBL. 16 REF.Article

EXPERIMENTAL INVESTIGATION OF MICROCONCRETE MODELS OF SHEAR WALF BUILDINGS = RECHERCHE EXPERIMENTALE RELATIVE A DES MODELES REALISES EN MICROBETON DE MURS DE CONTREVENTEMENT D'IMMEUBLESHANSEN MR; RAMAKRISHNAN V.1978; INDIAN CONCR. J.; IND; DA. 1978; VOL. 52; NO 10; PP. 272-275; BIBL. 9 REF.Article

EFFECT OF LIGHT-GAGE PARTITIONS ON MULTISTORY BUILDINGS.EL DAKHAKHNI WM.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 119-132; BIBL. 21 REF.Article

BEHAVIOUR OF STEEL PILES UNDER LATERAL LOAD AND MOMENT.HOADLEY PJ.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 190-194; BIBL. 7 REF.Conference Paper

PRECRACKING BEHAVIOUR OF LATERALLY LOADED BRICKWORK PANELS WITH IN-PLANE RESTRAINTSBAKER LR.1978; PROC. BRIT. CERAM. SOC.; GBR; DA. 1978; NO 27; PP. 129-145; BIBL. 7 REF.Article

THE EFFECT OF LATERAL PRESSURE ON THE BOND OF ROUND REINFORCING BARS IN CONCRETE = L'EFFET DE LA PRESSION LATERALE SUR L'ADHERENCE DE ROND A BETONROBINS PJ; STANDISH IG.1982; INT. J. ADHES. ADHES.; ISSN 0143-7496; GBR; DA. 1982; VOL. 2; NO 2; PP. 129-133; BIBL. 13 REF.Article

LATERAL LOAD EQUIVALENT FRAME.ALLEN F; DARVALL P.1977; J. AMER. CONCR. INST.; U.S.A.; DA. 1977; VOL. 74; NO 7; PP. 294-299; BIBL. 15 REF.Article

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

CONFINED CONCRETE IN COMPRESSION ZONES OF STRUCTURAL WALLS DESIGNED TO RESIST LATERAL LOADS DUE TO EARTHQUAKES.KAAR PH; FIORATO AE; CARPENTER JE et al.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 2; PP. 1207-1218; BIBL. 10 REF.Conference Paper

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

DESIGN OF SLENDER BRICK ELEMENTS BASED ON STABILITY CRITERIA = CALCUL D'ELEMENTS ELANCES EN BRIQUES BASE SUR DES CRITERES DE STABILITEHATZINIKOLAS MA; LONGWORTH J; WARWARUK J et al.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 236-245; BIBL. 8 REF.Article

SHORT RIGID PIERS IN CLAYS = PIEUX COURTS ET RIGIDES DANS LES ARGILESGIRIJA VALLABHAN CV; FARIBORZ ALIKHANLOU.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECHN. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT10; PP. 1255-1272; BIBL. 19 REF.Article

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

THE INFLUENCE OF BED JOINT REINFORCEMENT ON THE LATERAL LOAD RESISTANCE OF MASONRY = L'INFLUENCE DU RENFORCEMENT DES JOINTS EN LONG SUR LA RESISTANCE DE CHARGE LATERALE DE MACONNERIEVAN BIERVLIET L; SMITS G.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 283-289Article

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

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