Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("BRISE LAMES")

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 1078

  • Page / 44
Export

Selection :

  • and

FLOATING BREAKWATERS = BRISE-LAMES FLOTTANTSMILLER DS.1974; CIV. ENGNG; U.S.A.; DA. 1974; VOL. 44; NO 3; PP. 77-79Article

OFFSHORE BREAKWATERS AT WINTHROP BEACH, MASSACHUSETTS.MAGOON OT.1976; SHORE AND BEACH; U.S.A.; DA. 1976; VOL. 44; NO 3; PP. 34; BIBL. 7 REF.Article

CENTURY SAGA OF PLYMOUTH WAVEBREAKERS = LES CENTS ANS D'HISTOIRE DES BRISES-LAMES DE PLYMOUTHBARFOOT J.1980; CONCRETE; GBR; DA. 1980; VOL. 14; NO 6; PP. 20-23Article

LA PROTECTION DES STRUCTURES FLOTTANTES EN HAUTE MER CONTRE L'ACTION DES ELEMENTSLEONARD S.sdIN: IIEME COLLOQ. INT. EXPLOIT. OCEANS; BORDEAUX; 1974; PARIS; ASSOC. ORGAN. COLLOQ. OCEANOL. BORDEAUX; DA. S.D.; VOL. 3; PP. 1-13; ABS. ANGL.; BIBL. 15 REF.Conference Paper

PROBLEME DE STABILITE D'UN BRISE-LAMES VERTICALHUECKEL S.1976; ARCH. HYDROTECH.; POLSKA; DA. 1976; VOL. 23; NO 1; PP. 3-14; ABS. RUSSE ANGL.; BIBL. 10 REF.Article

RELIABILITY OF RUBBLE-MOUND BREAKWATER STABILITY MODELSHUDSON RY; DAVIDSON DD.1975; IN: SYMP. MODELING TECH. ANNU. SYMP. WATERW. HARBORS COASTAL ENG. DIV. ASCE. 2; SAN FRANCISCO, CALIF.; 1975; NEW YORK; AM. SOC. CIV. ENG.; DA. 1975; VOL. 1; PP. 1603-1622; BIBL. 14REF.Conference Proceedings

OSCILLATIONS NON LINEAIRES D'UN LIQUIDE DANS UN BASSIN EN PRESENCE DE PERTURBATIONS SISMIQUESFILIPPENOK Z.1975; MOSKVA; NAUKA; DA. 1975; PP. 96-106; BIBL. 2REF.; (TEOR. VOLN RASCHET GIDROTEKH. SOORUZH.)Book

FIELD PERFORMANCE OF PERMEABLE BREAKWATER = PERFORMANCE IN SITU D'UN BRISE LAMES SEMI PERMEABLELUDWICK JC; FLEISCHER P; JOHNSON RE et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 357-368; BIBL. 3REF.Article

BREVET 2.229.519 (B) (7417371). A 17 MAI 1974. DISPOSITIF POUR LA FABRICATION EN SERIE D'ELEMENTS CREUX EN BETON FORMANT BRISE-LAMESsdPatent

Investigation au laboratoire du système des vagues et de circulation induite par celles-ci, derrière un brise-lames submergéITOSU, C; KIHARA, K; GOMYO, M et al.Nippon Suisan Gakkaishi. 1988, Vol 54, Num 10, pp 1757-1762, issn 0021-5392Article

DEVELOPMENTS ON PLASTIC FLOATING BREAKWATERYAMASHITA S; NANAYAMA Y.1975; IN: INT. OCEAN DEV. CONF. 3. PREPR.; TOKYO; 1975; TOKYO; SECR. INT. OCEAN DEV. CONF.; DA. 1975; VOL. 2; PP. 95-106; BIBL. 4REF.Conference Paper

ESSAIS DE RUPTURE DES VAGUES SUR DES COTES EN PENTE AVEC UN FOND MOUVANTTARNOWSKA M.1974; ROZP. HYDROTECH.; POLSKA; DA. 1974; NO 83; PP. 57-79; ABS. ANGL. RUSSE; BIBL. 18 REF.Article

WAVE MOTION IN ROCKFILL. = MOUVEMENT DE LA HOULE DANS LES ENROCHEMENTSNASSER MS; MCCORQUODALE JA.1975; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 145-159; BIBL. 1 P.Article

NEW APPROACH TO COASTAL DEFENSESILVESTER R; SIEW KOON HO.1974; CIV. ENGNG; U.S.A.; DA. 1974; VOL. 44; NO 9; PP. 66-69Article

DOLOS AS AN ARMOUR UNIT IN BREAKWATER CONSTRUCTIONSILVA EJ; FOSTER DN.sdIN: 5TH. AUSTRALAS. CONF. HYDRAUL. FLUID MECH.; CHRISTCHURCH, N.Z.; 1974; S.L.; DA. S.D.; VOL. 2; PP. 17-25; BIBL. 18REF.Conference Paper

WAVE MOTION IN ROCKFILLMASSER MS; MCCORQUODALE JA.1975; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 145-159; BIBL. 1 P.Article

FIELD TEST OF HOLLOW TYPE CAISSON (THE SYSTEM OF V.S.L. ROCK ANCHOR) V.S.L.; VORSPAN SISTEM LOSINGORSAKUTA M; HIRANO S; MITSUI M et al.1975; IN: INT. OCEAN DEV. CONF. 3. PREPR.; TOKYO; 1975; TOKYO; SECR. INT. OCEAN DEV. CONF.; DA. 1975; VOL. 2; PP. 643-653Conference Paper

WAVE MOTIONS IN AN OFFSHORE HARBORMADSEN OS; VYAS YK.1975; IN: SYMP. MODELING TECH. ANNU. SYMP. WATERW. HARBORS COASTAL ENG. DIV. ASCE. 2; SAN FRANCISCO, CALIF.; 1975; NEW YORK; AM. SOC. CIV. ENG.; DA. 1975; VOL. 1; PP. 101-119; BIBL. 9REF.Conference Paper

ETUDE COMPARATIVE DE LA PRESSION DES VAGUES SUR LA PAROI PLANE VERTICALE ET SUR UNE PAROI FAITE PAR UNE SERIE DE CYLINDRES VERTICAUX DE GRAND DIAMETREWASKOWSKI J.1973; ARCH. HYDROTECH.; POLSKA; DA. 1973; VOL. 20; NO 4; PP. 557-564; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

WAVES, SHORES AND SHORE PROTECTION FACILITIES = VAGUES, COTES ET OUVRAGES DE PROTECTIONPYASETSKIY GJ.1980; BULL. ASSOC. INT. PERM. CONGR. NAVIG.; BEL; DA. 1980; VOL. 54; NO 35; PP. 15-19; ABS. FREArticle

CONCRETE DOLOSSES SHIELD REEF RUNWAY = BRISE-LAMES EN BETON POUR LA PROTECTION D'UNE PISTE D'AERODROMEBLAHA B.1975; CONCR. PROD.; U.S.A.; DA. 1975; NO 11; PP. 48-49Article

DEVELOPMENT OF A FLOATING BREAKWATER = UTILISATION D'UN BRISE-LAME FLOTTANTTAZAKI S; ISHIDA Y; URAKAWA T et al.1975; IN: OCEANOL. INT. 75. CONF. PAP.; BRIGHTON, ENGL.; 1975; LONDON; BPS EXHIB.; DA. 1975; PP. 191-194; BIBL. 6REF.Conference Paper

WAVE INDUCED LOADS ON MULTI-ELEMENTS STRUCTURESSEYMPOUR RJ.1975; IN: SYMP. MODELING TECH. ANNU. SYMP. WATERW. HARBORS COASTAL ENG. DIV. ASCE. 2; SAN FRANCISCO, CALIF.; 1975; NEW YORK; AM. SOC. CIV. ENG.; DA. 1975; VOL. 2; PP. 1552-1567; BIBL. 6REF.Conference Paper

SHORE PROTECTION USING STONES ENCLOSED IN NETS.PILLAI NN; VERMA DVS.1978; COAST. ENGNG; NETHERL.; DA. 1978; VOL. 1; NO 4; PP. 349-358; BIBL. 9 REF.Article

TRANSMISSION OF RANDOM WIND WAVES THROUGH PERFORATED OR POROUS BREAKWATERS.MASSEL SR; MEI CC.1977; COAST. ENGNG; NETHERL.; DA. 1977; VOL. 1; NO 1; PP. 63-78; BIBL. 20 REF.Article

  • Page / 44