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Results 1 to 25 of 364

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WASH-AWAY SPACERS IMPROVE QUALITY CUT COSTS.MULDOON E.1975; EVAL. ENGNG; U.S.A.; DA. 1975; VOL. 14; NO 1; PP. 8-9Article

PRESSURE DROP CORRELATIONS FOR FUEL ELEMENT SPACERSREHME K.1973; NUCL. TECHNOL.; U.S.A.; DA. 1973; VOL. 17; NO 1; PP. 15-23; BIBL. 15 REF.Serial Issue

BREVET 2.140.381 (B) (7213283). 14 AVRIL 1972. LAMINOIR A FROID DOUBLE A PAS DE PELERINsdPatent

BREVET 2.138.094 (B) (7217828). A 18 MAI 1972. ENTRETOISE EN MATIERE PLASTIQUE POUR MAINTENIR L'ECARTEMENT ENTRE LES PLATEAUX DE TOURS DE REFRIGERATIONsdPatent

POUTRAISONS CROISEES. ETUDE EXPERIMENTALE DE L'EFFET DES ENTRETOISESFAUCHART J; TRINH J.1976; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1976; NO 339; PP. 37-52; ABS. ANGL. ALLEM. ESP.; BIBL. 9REF.Article

STABILITA TLACENEHO PASU SPOJITYCH KOMURKOVYCH MOSTU V OBLASTI NEGATIVNICH MOMENTU = STABILITE DE LA MEMBRURE COMPRIMEE DE PONTS A POUTRES CAISSON CONTINUES DANS LA REGION DU MOMENT NEGATIFPECHAR J.1976; INZ. STAVBY; CESKOSL.; DA. 1976; VOL. 24; NO 4; PP. 212-214; ABS. RUSSE ANGL. ALLEM.; BIBL. 4 REF.Article

CONTROL OF DEFLEXIONS IN UNBRACED STEEL FRAMESCHEONG SIAT MOY F.1974; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1974; VOL. 57; NO 2; PP. 619-634; BIBL. 10 REF.Article

INELASTIC BEHAVIOR OF FULL-SCALE STEEL FRAMES WITH AND WITHOUT BRACINGSWAKABAYASHI M; MATSUI C; MINAMI K et al.1974; BULL. DISASTER PREVENT. RES. INST.; JAP.; DA. 1974; VOL. 24; NO 1; PP. 1-23; BIBL. 1 P. 1/2Article

INELASTIC STABILITY OF DIAGONAL BRACES IN BUILDING FRAMES.MORINO S; SUPACHAI LIMPISVASTI; SENG LIP LEE et al.1978; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1978; VOL. 14; NO 7; PP. 591-610; BIBL. 16 REF.Article

SEISMIC BEHAVIOR OF MULTISTORY BRACED STEEL FRAMESGOEL SC; AANSON RD.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 1; PP. 79-95; BIBL. 5 REF.Article

INELASTIC STABILITY OF UNBRACED BUILDING FRAMESCHITTI VIJAKKHANA; NISHINO F; SENG LIP LEE et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 3; PP. 645-667; BIBL. 23 REF.Article

LOAD DISTRIBUTION ON VERTICAL BRACES IN A MULTISTOREY FRAME INCLUDING THE INFLUENCE OF VERTICAL FORCESKWIATKOWSKI J; OSTROWSKI B.1974; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1974; VOL. 57; NO 2; PP. 709-716; BIBL. 3 REF.Article

EXPERIMENTAL INVESTIGATION ON BUILT-UP COLUMNS = ETUDE EXPERIMENTALE DES POTEAUX A ENTRETOISEGUHAMAJUMDER SC; DAS PK.1972; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1972; VOL. 53; NO 1; PP. 1-3; BIBL. 2 REF.Serial Issue

DISTRIBUTION DE LA POUSSEE DANS UN SYSTEME D'ENTRETOISES VERTICALES PLANESKWIATKOWSKI J; OSTROWSKI B.1976; ARCH. INZYNIER. LAD.; POLSKA; DA. 1976; VOL. 22; NO 2; PP. 265-279; ABS. RUSSE ANGL.; BIBL. 7REF.Article

ON COTTERILL-CASTIGLIANO'S PRINCIPLE, RAYLEIGH-TIMOSHENKO QUOTIENTS AND POST BUCKLING ANALYSISEL NASCHIE MS; AL ATHEL SA.1981; Z. ANGEW. MATH. MECH.; ISSN 0044-2267; DDR; DA. 1981; VOL. 61; NO 4; PP. T32-T34; BIBL. 3 REF.Article

CONSTRUCTION DE LA TOITURE DU MAGASIN UNIVERSAM A KIEVDRIZO V YA; BUDILOVSKIJ MP; DZYUBA VB et al.1975; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1975; NO 11; PP. 12-15Article

A SYNTHETIC ANALYSIS OF EQUILIBRIUM AND STABILITY IN A SIMPLE EXAMPLEDAVINI C.1980; MECCANICA; ISSN 0025-6455; ITA; DA. 1980; VOL. 15; NO 4; PP. 221-227; BIBL. 4 REF.Article

ANALYSIS OF METAL PLATE-STRINGER-DIAPHRAM BRIDGE DECKS = ANALYSE DE TABLIERS DE PONT METALLIQUES RENFORCES PAR ENTRETOISESDEAN DL; AVENT RR.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 1; PP. 45-64; ABS. FR. ALLEM.; BIBL. 9 REF.Article

DESIGN STUDIES OF STEEL BUILDINGS PROPORTIONED BY PLASTIC THEORY = ETUDES DE CONCEPTION DE BATIMENTS METALLIQUES DIMENSIONNES AU MOYEN DE LA THEORIE PLASTIQUETOAKLEY AR; BATTEN DF; LINZEY MPT et al.1974; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1974; VOL. 16; NO 1; PP. 40-44; BIBL. 13 REF.Article

DIE BEDEUTUNG DES ENDQUERTRAEGERS BEIM PLATTENBALKEN. = IMPORTANCE DE LA POUTRE ENTRETOISE D'EXTREMITE DANS LES DALLES PORTEUSESSCHLEEH W.1977; BETON- U. STAHLBETONBAU; DTSCH.; DA. 1977; VOL. 72; NO 4; PP. 85-91; BIBL. 7 REF.Article

KUEHLTURMSCHALEN MIT VERSTEIFUNGEN IN RING- UND MERIDIAN RICHTUNG. = COOLING TOWER SHELLS WITH ANNULAR AND MERIDIAN STIFFENING = ENVELOPPES DE TOURS DE REFRIGERATION AVEC ENTRETOISE ANNULAIRES ET MERIDIENSLEHMKAMPER O.1977; KINSTR. INGR-BAU-BER.; DTSCH.; DA. 1977; NO 29-30; PP. 97-102; ABS. ANGL.; BIBL. 5 REF.; (KUEHLTURM SYMP. THEOR. KONSTR. BANANSFUEHR; BOCHUM; 1977)Conference Paper

ANALYSE DES CONTRAINTES DANS LES ENTRETOISESRYBAK M; GIERGOWICZ A.1975; PRACE INST. BADAW. DROG MOST., WARSZAWA; POLSKA; DA. 1975; NO 2; PP. 70-79Article

ENELASTIC BUCKLING OF BEAM-PURLIN COMBINATIONS = FLAMBEMENT NON ELASTIQUE DE COMBINAISONS PANNE-POUTRECONNOR T; O'CONNOR C.1974; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1974; VOL. 16; NO 2; PP. 174-178; BIBL. 5 REF.Article

DESIGN OF DIAPHRAGM-BRACED I-BEAMS = CALCUL DES POUTRES EN I ENTRETOISEES PAR DIAPHRAGMENETHERCOT DA; TRAHAIR NS.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 2045-2061; BIBL. 20REF.Article

DIAPHRAGMS FOR CURVED BOX BEAM BRIDGES = DIAPHRAGMES POUR PONTS INCURVES DU TYPE POUTRE CAISSONOLEINIK JC; HEINS CP JR.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 2161-2178; BIBL. 9REF.Article

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