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SUR L'AUGMENTATION DE LA PRECISION DE LA REDUCTION DE LA CHARGE LATERALE D'UN MIROIR ASTRONOMIQUEVOSKRESENSKIJ LL.1972; IZVEST. VYSSH. UCHEBN. ZAVED., GEOD. AEROFOTOS'EMKA; S.S.S.R.; DA. 1972; NO 3; PP. 127-132; BIBL. 9REF.Serial Issue

PREDICTION OF PILE PERFORMANCE IN PERMAFROST UNDER LATERAL LOADROWLEY RK; WATSON GH; LADANYI B et al.1975; REV. CANAD. GEOTECH.; CANADA; DA. 1975; VOL. 12; NO 4; PP. 510-523; ABS. FR.; BIBL. 15REF.; 6 ILL.Article

STRENGTH AND MODULUS OF ELASTICITY OF BRICKWORK IN LATERAL BENDINGLAWRENCE SJ; MORGAN JW.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 79-90; BIBL. 7REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

LIMITING LATERAL LOAD ON SHORT RIGID PIER FOUNDATION = CHARGE LATERALE LIMITE SUR UNE FONDATION SUR PIEUX COURT ET RIGIDEWALKER JN; HAAN CT.1974; TRANS. A.S.A.E.; U.S.A.; DA. 1974; VOL. 17; NO 3; PP. 516-517; BIBL. 8 REF.Article

RECHERCHE THEORIQUE DU COMPORTEMENT A LA RUPTURE DE POUTRES EN BETON SOUMISES A LA FLEXION AVEC FORCE TRANSVERSALEDEUTSCH I; PATCAS I.1974; BUL. STI. TECH. INST. POLITEH. "TRAIAN VUIA" TIMISOARA, CONSTR.; ROMAN.; DA. 1974; VOL. 19; NO 2; PP. 155-166; ABS. RUSSE ALLEM.; BIBL. 6 REF.Article

CALCUL DE LA CHARGE LATERALE AU COURS DU DEPLACEMENT DES EXCAVATEURS ET DES ENGINS DE MISE A TERRIL SE DEPLACANT SUR RAILSMESHCHERIN VN.1972; IZVEST. VYSSH. UCHEBN. ZAVED., GORN. ZH.; S.S.S.R.; DA. 1972; VOL. 15; NO 11; PP. 66-70Serial Issue

LATERAL LOAD. DEFLECTION PREDICTION FOR PILE GROUPSPOULOS HG.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 100; NO 1; PP. 19-34; BIBL. 16 REF.Article

LATERAL PRESSURES OF CONCRETE ON FORMWORKOLSEN RH; SALEK F; PECK CF JR et al.1974; J. AMER. CONCR. INST.; U.S.A.; DA. 1974; VOL. 71; NO 7; PP. 358-361Article

STRUCTURAL DESIGN OF SHIP PLATING SUBJECTED TO UNIFORM LATERAL LOADHELLER SR JR.1974; INTERNATION. SHIPBUILDG PROGR.; NETHERL.; DA. 1974; VOL. 21; NO 244; PP. 355-366; BIBL. 9 REF.Article

DESIGN CURVES FOR COUPLED SHEAR WALLS ON FLEXIBLE BASESCOULL A; CHANTAKSINOPAS B.1974; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1974; VOL. 57; NO 2; PP. 595-618; BIBL. 4 REF.Article

NON-UNIFORM SHEAR WALL-FRAME SYSTEMS WITH ELASTIC FOUNDATIONSARVIDSSON K.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 139-148; BIBL. 9 REF.Article

LATERAL LOADING TESTS ON CONCRETE BLOCK WALLSANDERSON C.1976; STRUCT. ENGR.; G.B.; DA. 1976; VOL. 54; NO 7; PP. 239-246Article

THE LATERAL LOAD RESISTANCE OF BRICKWORK WITHOUT PRECOMPRESSIONWEST HWH; HODGKINSON HR.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 101-113; BIBL. 1P.1/2; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

SIMPLIFIED ANALYSIS OF FRAMED-TUBE STRUCTURECOULL A; BISHWANATH BOSE.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 11; PP. 2223-2240; BIBL. 4 REF.Article

ULTIMATE LIVE LOAD DISTRIBUTION FACTOR FOR BRIDGESHEINS CP; KUO JTC.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1481-1496; BIBL. 13REF.Article

APPROXIMATE ANALYSIS OF MULTISTORY MULTIBAY FRAMESCHAN PCK; HEIDEBRECHT AC; TSO WK et al.1975; PROC. AMER. SOC. CIV. ENGRS. J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 5; PP. 1021-1035; BIBL. 10 REF.Article

STRENGTH EVALUATION OF RIGID FRAME TESTSERNST GC.1974; J. AMER. CONCR. INST.; U.S.A.; DA. 1974; VOL. 71; NO 6; PP. 277-279; BIBL. 2 REF.Article

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

STRESSES AND DEFLECTIONS OF INTERMEDIATE HEIGHT SHEARWALLS WITH RECTANGULAR OPENINGS = CONTRAINTE ET FLECHE DE MURS DE CONTREVENTEMENT DE HAUTEUR INTERMEDIAIRE AVEC OUVERTURES RECTANGULAIRESKAZIMI SMA; AGARWAL PD.1974; BUILDG SCI.; G.B.; DA. 1974; VOL. 9; NO 2; PP. 109-114; ABS. FR. ALLEM.; BIBL. 16 REF.Article

EXPERIMENTAL STUDY OF FRAMED STRUCTURE WITH AND WITHOUT INFILL WALLSDAWSON RV; WARD MA.1975; EXPER. MECH.; U.S.A.; DA. 1975; VOL. 15; NO 3; PP. 89-95; BIBL. 3 REF.Article

NAILED WOOD JOINTS UNDER COMBINED LOADINGDEBONIS AL; BODIG J.1975; WOOD SCI. TECHNOL.; U.S.A.; DA. 1975; VOL. 9; NO 2; PP. 129-144; BIBL. 1P.1/2Article

PIEUX FORES RIGIDES CHARGES LATERALEMENT DANS UN SOL COHERENTBAZANT Z.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 3; PP. 101-117; ABS. RUSSE ANGL.; BIBL. 20 REF.Article

EFFET DE SURFACE LIBRE SUR LA FORCE LATERALE ET LE MOMENT AGISSANT SUR UNE COQUE DE NAVIRE AVEC UN ANGLE DE DERIVENONAKA K.1975; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1975; VOL. 138; PP. 178-187; ABS. ANGL.; BIBL. 6 REF.Article

LATERAL ANALYSIS OF PLYWOOD DIAPHRAGMSBOWER WH.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 759-772Article

FLAT PLATES SUPPORTED ON WALLSBLACK DC; PULMANO VA; KABAILA AP et al.1976; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1976; VOL. 36; NO 1; PP. 79-91; ABS. FR. ALLEM.; BIBL. 17 REF.Article

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