Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("HAUBAN")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Language

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Origin

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 1650

  • Page / 66
Export

Selection :

  • and

EQUAL STAY CABLE BRIDGE SYSTEM = SYSTEME DE PONT A HAUBANS EGAUXSOFRONIE R.1982; REV. ROUM. SCI. TECH., SER. MEC. APPL.; ISSN 0035-4074; ROM; DA. 1982; VOL. 27; NO 3; PP. 401-416; BIBL. 17 REF.Article

HAUBANS A TORONS PARALLELESDE LA FUENTE C.sdTECHNIQUE FRANCAISE DU BETON PRECONTRAINT. CONGRES INTERNATIONAL DE LA PRECONTRAINTE. 8/1978/LONDRES; FRA; PARIS: ED. SCIENCE ET INDUSTRIE; DA. S.D.; PP. 320-322; ABS. ENGConference Paper

METHODE NON LINEAIRE DE CALCUL DE HAUBANS FLEXIBLES-RIGIDESVEDENIKOV GS; TELOYAN AL.1977; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1977; NO 6; PP. 26-30; BIBL. 7 REF.Article

PONT SHIN-OOHASHI - UN PONT SOUTENU PAR CABLE POUR LE GOUVERNEMENT DE LA VILLE DE TOKYO1976; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 210-217; ABS. ANGL.; BIBL. 3REF.Article

PONT A HAUBAN "FUJITO BRIDGE" ET "HINOURA BRIDGE" POUR LA SOCIETE DE CENTRALE ELECTRIQUE DE KANSAI1982; ISHIKAWAJIMA-HARIMA GIHO (ISHIKAWAJIMA-HARIMA ENGINEERING REVIEW); ISSN 0578-7904; JPN; DA. 1982; NO SPEC. 6; PP. 59-66; ABS. ENG; BIBL. 6 REF.Article

CALCUL ET CONSTRUCTION DU PONT YAMATO (OSAKA CITY)1976; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 224-232; ABS. ANGL.; BIBL. 6REF.Article

STATE-OF-THE-RAT IN CABLE-STAYED BRIDGES WITH CONCRETE DECK STRUCTURE = LE POINT SUR LA RECHERCHE ACTUELLE SUR DES PONTS HAUBONNES A CABLES AVEC STRUCTURES DE TABLIER EN BETONLIN TY; REDFIELD C.1980; ANN. N.Y. ACAD. SCI.; ISSN 0077-8923; USA; DA. 1980; VOL. 352; PP. 103-121; BIBL. 12 REF.Conference Paper

LE PONT HAUBANE "ROKKO OHHNASHI" A KOBE, JAPON.KOMATSU S; TORII Y; OKADA S et al.1977; ACIER STAHL STEEL; FR.; DA. 1977; VOL. 42; NO 3; PP. 101-106Article

STABILITY ANALYSIS OF CABLE-STAYED RIGID FRAMES = STABILITE DES STRUCTURES RIGIDES HAUBANNEESCHU KIA WANG; STILLER JK.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 11; PP. 2383-2398; BIBL. 4 REF.Article

ALL-CONCRETE CABLE-STAYED RAILWAY BRIDGE = PONT RAIL HAUBANNE TOUT EN BETON1979; CONCRETE; GBR; DA. 1979; VOL. 13; NO 14; PP. 12-13Article

CABLE-STAYED STEEL BRIDGES = PONTS EN ACIER HAUBANE A CABLESFOX GF.1980; ANN. N.Y. ACAD. SCI.; ISSN 0077-8923; USA; DA. 1980; VOL. 352; PP. 87-102; BIBL. 8 REF.Conference Paper

EFFET DES PARAMETRES SUR L'ETAT DE CONTRAINTE ET DE DEFORMATION DE SYSTEMES DE HAUBANSROMANENKO IM; BRAJKO RA; GAL'KEVICH OL et al.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 7; PP. 30-34Article

PONT A HAUBAN "CENTRAL BRIDGE" A NAGOYA1982; ISHIKAWAJIMA-HARIMA GIHO (ISHIKAWAJIMA-HARIMA ENGINEERING REVIEW); ISSN 0578-7904; JPN; DA. 1982; NO SPEC. 6; PP. 97-102; ABS. ENGArticle

CABLE-STAYED BRIDGES: A CURRENT REVIEW = PONT HAUBANNE A CABLE: UNE REVUE COURANTEPODOLNY W JR.1980; ANN. N.Y. ACAD. SCI.; ISSN 0077-8923; USA; DA. 1980; VOL. 352; PP. 71-85; BIBL. 8 REF.Conference Paper

DIE NEUE TJOERNBRUECKE: KONSTRUKTION, STATIK UND MONTAGE DER STAHLKONSTRUKTION = LE NOUVEAU PONT DE TJOERN: STRUCTURE, STATIQUE, MONTAGE DE LA STRUCTURE D'ACIERKAHMANN R; KOGER E.1982; BAUINGENIEUR; ISSN 0005-6650; DEU; DA. 1982; VOL. 57; NO 10; PP. 379-388; ABS. ENG; BIBL. 4 REF.Article

CONTRIBATO AL CALCOLO DEI PONTI STRALLATI = CONTRIBUTION AU CALCUL DES PONTS HAUBANNESMORABITO G; LABINI FS.1979; G. GENIO CIV.; ITA; DA. 1979; VOL. 117; NO 1-3; PP. 51-60; ABS. FRE/ENG/GER; BIBL. 6 REF.Article

PUENTES ATIRANTADOS PARA GRANDES LUCES = PONTS A HAUBANS POUR GRANDES PORTEESMATHIVAT J.1980; HORMIGON Y ACERO; ESP; DA. 1980; NO 135; PP. 109-129; DE FREArticle

LE PONT DE BROTONNE SUR LA SEINE. NOUVEAU RECORD DU MONDE DE PORTEE EN BETON PRECONTRAINT.1976; CHANTIERS DE FR.; FR.; DA. 1976; NO 95; PP. 18-27Article

PROPOSED PLANS FOR MEASUREMENT OF THE AERODYNAMIC BEHAVIOR OF THE LULING, LOUISIANA CABLE-STAYED BRIDGE = PROPOSITIONS POUR LA MESURE DU COMPORTEMENT AERODYNAMIQUE DU PONT A HAUBANS DE LULING (LOUISIANE)THOMPSON HA; BRUCE RN JR; DRAKE RL et al.1981; PUBLIC ROADS; ISSN 0033-3735; USA; DA. 1981; VOL. 45; NO 3; PP. 95-100; BIBL. 4 REF.Article

THE V-SHAPED CABLE-STAYED BRIDGES = PONT A HAUBANS EN FORME DE VSOFRONIE R.1981; REV. ROUM. SCI. TECH., SER. MEC. APPL.; ISSN 0035-4074; ROM; DA. 1981; VOL. 26; NO 5; PP. 747-765; BIBL. 39 REF.Article

LE PONT DE BROTONNE. CONCEPTION-ENSEIGNEMENTS ACQUIS APRES 18MOIS DE TRAVAUXBRAULT JL; MATHIVAT J.1976; TRAVAUX; FR.; DA. 1976; NO 492; PP. 22-43; ABS. ANGL. ESP. ALLEM.Article

PONT A HAUBAN A POUTRE CAISSON CONTINUE EN ACIER A 5 TRAVEES. PONT SUR LA RIVIERE MISSISSIPPI (LULING BRIDGE) U. S.1981; ISHIKAWAJIMA-HARINA GIHO; ISSN 0578-7904; JPN; DA. 1981; VOL. 21; NO 1; PP. 79-84; ABS. ENGArticle

DETERMINATION DES PARAMETRES OPTIMAUX DES SYSTEMES DE HAUBANS COMBINES PRECONTRAINTSPERMYAKOV VA.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 9; PP. 43-49; BIBL. 4 REF.Article

PONT A HAUBAN DE LA CORNE D'OR1974; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1974; VOL. 14; NO 2; PP. 160-168; BIBL. 8 REF.Article

ETUDE DES LOIS DE LA VARIATION DE LA MASSE DES FILS DES COUVERTURES MONOCOUCHES A HAUBANSSKALAUKHOV AP.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 6; PP. 27-32; BIBL. 5 REF.Article

  • Page / 66