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

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

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

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

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

PERFORMANCE OF EARTH RETAINING STRUCTURES AND PILE FOUNDATIONS1974; TRANSPORT. RES. REC.; U.S.A.; DA. 1974; NO 517; PP. (98 P.); BIBL. DISSEM.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

LINEAR STRUCTURAL ANALYSIS OF MULTISTORY BUILDINGSSHANKARAN NAIR R.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 551-565; BIBL. 13 REF.Article

OVERALL ELASTIC STABILITY OF MULTISTORY BUILDINGSSHANKARAN NAIR R.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 12; PP. 2487-2503; BIBL. 17REF.Article

FACTORS INFLUENCING THE SHEAR STRENGTH OF BEAM-COLUMN JOINTSJIRSA JO; MEINHEIT DF; WOOLLEN JW et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S. D; PP. 297-305Conference 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

CYCLIC LOADING OF EXTERNALLY REINFORCED MASONRY WALLS CONFINED BY FRAMESTSO WK; RUTENBERG A; HEIDEBRECHT AC et al.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 4; PP. 489-493; ABS. FR.; BIBL. 3 REF.Article