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Results 1 to 25 of 136

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MEASUREMENT OF DAM DEFLECTION BY LASER.HARRISON PW.1978; WAT. POWER DAM CONSTR.; G.B.; DA. 1978; VOL. 30; NO 4; PP. 52; BIBL. 2 REF.Article

ETUDE EXPERIMENTALE DES ENTRETOISES DES OSSATURES A CADRE AYANT UNE HAUTEUR PLUS ELEVEE AU VOISINAGE DES COLONNESOSTRIKOV GM; MAKSIMOV YU S.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 11; PP. 16-19; BIBL. 1 REF.Article

A COMPARISON OF MEASURED AND CALCULATED DEFLECTIONS OF FLEXURAL MEMBERS IN FOUR REINFORCED CONCRETE BUILDINGS.HEIMAN JL.sdIN: SYMP. SERV. CONCR.; MELBOURNE; 1975; SYDNEY; INST. ENG. AUSTRALIA; DA. S.D.; PP. 22-27; BIBL. 13 REF.Conference Paper

THE SPEED EFFECT IN PAVEMENT DEFLECTION.ALPAN I; BAKER R.1977; ACTA TECH. ACAD. SCI. HUNGAR.; HUN; DA. 1977; VOL. 85; NO 1-2; PP. 11-28; ABS. GER/RUS; BIBL. 14 REF.Article

INFLUENCE DE L'HUMIDITE SUR LA DEFLEXION DES SURFACES DE ROUTEYANAGISAWA M; KAMIIZAKA M.1977; J. JAP. FOREST. SOC.; JAP.; DA. 1977; VOL. 59; NO 11; PP. 418-427; BIBL. 13 REF.Article

SHORT-TERM DEFLECTION IN TWO-WAY REINFORCED CONCRETE SLABS AFTER CRACKING.SHUKLA SN; MITTAL MK.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 7; PP. 416-419; BIBL. 3 REF.Article

EVALUATION NOMOGRAPHIQUE DE LA FLECHE DES CABLES CHARGES ANCRES AUX DEUX EXTREMITES, POUR VEHICULES FORESTIERS A DOUBLE CABLE ET DOUBLE SENS DE MARCHEZHEKOV G; KHRISTOV S.1977; BORSKOSTOP. NAUKA; BALG.; DA. 1977; VOL. 14; NO 3; PP. 62-69; ABS. RUSSE ALLEM.; BIBL. 5 REF.Article

THE DEFLECTION THEORY OF CABLE-STAYED BRIDGE.DAS RS.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 6; PP. 231-239; BIBL. 3 REF.Article

VARIATION DE LA PORTANCE EN TRAVERS D'UNE CHAUSSEE.JOKSIC Z.1976; STRASSE U. VERKEHR; SCHWEIZ; DA. 1976; VOL. 62; NO 9; PP. 373-374; BIBL. 4 REF.Article

SUR LES EFFETS DE RAIDISSEURS SUR LA RESISTANCE STATIQUE DES STRUCTURES DE COQUE COURBESFUKUCHI N.1976; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1976; VOL. 139; PP. 129-138; ABS. ANGL.; BIBL. 3 REF.Article

OBERBAUVERSTAERKUNG IN BITUMINOESER BAUWEISE = RENFORCEMENT DES CHAUSSEES BITUMINEUSESHUSCHEK S.1978; STRASSE U. VERKEHR; CHE; DA. 1978; VOL. 64; NO 9; PP. 352-358; BIBL. 6 REF.Article

LONG-TERM DEFLECTION OF REINFORCED CONCRETE FLAT SLABS AND PLATES.TAYLOR PJ; HEIMAN JL.1977; J. AMER. CONCRETE INST.; U.S.A.; DA. 1977; VOL. 74; NO 11; PP. 556-561; BIBL. 15 REF.Article

LE CALCUL PRATIQUE DES FLECHES DES ELEMENTS HYPERSTATIQUES EN BETON ARME.VERKEYN A; CNOP M.1977; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1977; NO 5; PP. 393-408; ABS. NEERL.Article

NAEHERUNGSLOESUNG FUER DIE DURCHSENKUNGEN EINES BALKENS UNTER EINER FOLGE VON WANDERNDEN LASTEN. = APPROXIMATIONS POUR LES FLECHES D'UNE POUTRE SOUMISE A PLUSIEURS CHARGES MOBILESPOPP K.1977; INGR.-ARCH.; DTSCH.; DA. 1977; VOL. 46; NO 2; PP. 85-95; ABS. ANGL.Article

MULTISPAN STAYED GIRDER BRIDGES.GIMSING NJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 10; PP. 1989-2003; BIBL. 7 REF.Article

LE CALCUL PRATIQUE DES FLECHES DES ELEMENTS HYPERSTATIQUES EN BETON ARME.VERKEYN A; CNOP M.1976; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1976; NO 4; PP. 289-302; ABS. NEERL.Article

ETUDES EXPERIMENTALES DE LA STABILITE DE BARRES EN BOIS DE SECTION VARIABLE, COMPRIMEES EXCENTRIQUEMENTSLITSKOUKHOV YU V; OFITSEROVA LI.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 12; PP. 29-32; BIBL. 3 REF.Article

RESISTANCE LIMITE DE POUTRES TRANSVERSALES EN FLEXION. EFFET DE LA FLECHE INITIALEUEDA Y; MATSUISHI M; MORI N et al.1976; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1976; VOL. 139; PP. 111-121; ABS. ANGL.; BIBL. 11 REF.Article

COST OPTIMISATION OF PLANE CABLE TRUSS STRUCTURE = OPTIMISATION DU COUT DES STRUCTURES PLANES EN CABLEDAS B; KRISHNA PREM.1978; BULL. INTERNAT. ASS. SHELL SPAT STRUCT.; ESP; DA. 1978; VOL. 19; NO 68; PP. 43-47; BIBL. 7 REF.Article

DEFLECTION DESIGN OF FLEXURAL CONCRETE MEMBERS BY ALLOWABLE SPAN/DEPTH RATIOSRANGAN BV; DONAGHY T.1978; CIV. ENGNG TRANS.; AUS; DA. 1978; VOL. 20; NO 1; PP. 8-12; BIBL. 15 REF.Article

PAVEMENT DEFLECTION: EQUIPMENT FOR MEASUREMENT IN THE UNITED KINGDOM.KENNEDY CK; FEVRE P; CLARKE CS et al.1978; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1978; NO 834; PP. 1-23; BIBL. 7 REF.Serial Issue

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

ANALYSIS AND BEHAVIOR OF FERROCEMENT IN FLEXURE.BALAGURU PN; NAAMAN AE; SHAH SP et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 10; PP. 1937-1951; BIBL. 17 REF.Article

ETUDE EXPERIMENTALE DU COMPORTMENT DES STRUCTURES D'UN MODELE DE PONT-SUSPENDUMATSUZAWA T.1976; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1976; VOL. 16; NO 4; PP. 392-399; ABS. ANGL.; BIBL. 3 REF.Article

RIGIDITE ET RESISTANCE DE POUTRES EN BOIS A DEUX COUCHES ASSEMBLEES PAR DES CLOUSSAWADA M.1976; RES. BULL. COLL. EXPER. FORESTS HOKKAIDO UNIV.; JAP.; DA. 1976; VOL. 33; NO 1; PP. 139-166; ABS. ANGL.; BIBL. 22 REF.Article

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