RECONSTRUCTION D'UN ATELIER A GRANDES TRAVEES1975; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1975; NO 12; PP. 36-38Article

TESTS OF REPAIRED REINFORCED CONCRETE COLUMNS = ESSAIS DE COLONNES DE BETON ARME REPAREESHELLESLAND J; GREEN R.1972; J. AMER. CONCR. INST.; U.S.A.; DA. 1972; NO 12; PP. 770-774; BIBL. 4 REF.Serial Issue

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

COMPORTEMENT AU FEU DES POTEAUX EXTERIEURS EN ACIERKRUPPA J.1979; ; FRA; PUTEAUX: CENT. TECH. INDUSTRIEL CONSTRUCTION METALL.; DA. 1979; 1.012-4; 162 P.; 30 CM; ABS. GER/ENG; BIBL. 22 REF.Book

LA PROTECTION DES POTEAUX EN ACIERSTANZAK WW.1974; BATIM. INTERNATION.; FR.; DA. 1974; VOL. 7; NO 1; PP. 21-23; BIBL. 3 REF.Article

CALCUL DE L'EXCENTRICITE MINIMALE DE POTEAUX MINCES EN BETON ARME COMPRIMES EXCENTRIQUEMENTAGENT R; POSTELNICU T.1972; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1972; VOL. 15; NO 2; PP. 59-69; ABS. ALLEM. RUSSE; BIBL. 9 REF.Serial Issue

GUIDE FOR DESIGN OF PRESTRESSED CONCRETE POLES = GUIDE POUR LA CONCEPTION DE POTEAUX EN BETON PRECONTRAINTRODGERS TE JR ED.1983; J. PRESTRESSED CONCR. INST.; ISSN 0032-793X; USA; DA. 1983; VOL. 28; NO 3; PP. 22-87; BIBL. 14 REF.Article

MOMENT AND SHEAR TRANSFER BETWEEN SLAB AND EDGE COLUMN = TRANSFERT DU MOMENT ET DU CISAILLEMENT ENTRE UNE DALLE ET UN POTEAU SITUE A SA PERIPHERIEVIJAYA RANGAN B; HALL AS.1983; J. AM. CONCR. INST.; ISSN 0002-8061; USA; DA. 1983; VOL. 80; NO 3; PP. 183-191; BIBL. 15 REF.Article

LES PIEDS DE POTEAUX ARTICULES EN ACIER. DISPOSITIONS CONSTRUCTIVES. METHODES DE CALCUL. STANDARDISATIONLESCOUARC'H Y.1982; ; FRA; PUTEAUX (92), CTICM; DA. 1982; 163 P.; 24 CM; ISBN 2-902720-11-4; L 36127/693.8Book

FIRE-RESISTANCE OF EXTERNAL STEEL COLUMS = RESISTANCE AU FEU DE POTEAUX EN ACIER EXTERNE A LA STRUCTUREKRUPPA J.1981; ; LUX; LUXEMBOURG: OFFICE FOR OFFICIAL PUBLICATIONS OF THE EUROPEAN COMMUNITIES; DA. 1981; EUR/6731/CCE/7210-SA-304; 171 P.; 30 CM; TECHNICAL STEEL RESEARCH: PROPERTIES AND SERVICE PERFORMANCEReport

PERFECTIONNEMENT DE LA METHODE DE CALCUL DES POUTRES SUPERIEURES PRINCIPALES DES POTEAUX A DEUX FUTSBARANOVA TI; KUZIN AV; SOKOLOV BS et al.1981; BETON I ZHELEZOBETON; SUN; DA. 1981; NO 6; PP. 20-21Article

SEISMIE BEHAVIOR OF STRUCTURAL CONCRETE LINEAR ELEMENTS (BEAMS, COLUMNS), AND THEIR CONNECTIONS: II = COMPORTEMENT SISMIQUE DES ELEMENTS DE FORME LINEAIRE EN BETON DE STRUCTURE (POUTRES, POTEAUX) ET LEURS LIAISONS: IIBERTERO VV.1980; INDUSTR. ITAL. CEMENTO; ITA; DA. 1980; VOL. 50; NO 4; PP. 3-19; BIBL. 142 REF.Conference Paper

KRAFTSCHLUESSIGE VERBINDUNGEN IM FERTIGTEILBAU. = LIAISONS RIGIDES DES ELEMENTS PREFABRIQUES1978; BETON; DEU; DA. 1978; VOL. 28; NO 8; PP. 286-287; ABS. FRE/ENGArticle

THE EFFECTS OF SHEAR REINFORCEMENT ON THE REVERSED CYCLIC LOADING BEHAVIOR OF FLAT PLATE STRUCTURESHAWKINS NM; MITCHELL D; HANNA SN et al.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 4; PP. 572-582; ABS. FR.; BIBL. 7 REF.Article

SOLUTION AU CALCUL STATIQUE DE SEMELLES EN BETON ORDINAIRE SOUS DES POTEAUX D'UN HALL INDUSTRIEL A UN ETAGEKALINAY P; VAZANOVA J.1975; INZ. STAVBY; CESKOSL.; DA. 1975; VOL. 23; NO 11-12; PP. 554-559; ABS. RUSSE ALLEM. ANGL.; BIBL. 5 REF.Article

FIELD TESTING AND REPAIR OF STEEL TRANSMISSION POLES. = CONTROLE NON DESTRUCTIF SUR CHANTIER ET REPARATION DE POTEAUX DE TRANSMISSION EN ACIERCOLLINS RV; BLACK JD.1978; WELDG J.; U.S.A.; DA. 1978; VOL. 57; NO 5; PP. 32-38Article

FURTHER ASPECTS OF DESIGN BY P-DELTA METHODEWOOD BR; BEAULIEU D; ADAMS PF et al.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 487-500; BIBL. 12 REF.Article

SOUND INSULATION EVALUATIONS OF SEVERAL SINGLE-ROW-OF-WOOD-STUD PARTY WALLS UNDER LABORATORY AND FIELD CONDITIONSJONES RE.1975; U.S.D.A. FOREST SERV. RES. PAPER; U.S.A.; DA. 1975; NO 241; PP. 1-29; BIBL. 1 P. 1/2Article

SUR LA FORCE PORTANTE DES POUTRES COLONNESMAQUOI R; RONDAL J.1982; ANN. TRAV. PUBLICS BELG.; ISSN 0373-0891; BEL; DA. 1982; NO 5; PP. 413-442; ABS. FLE; BIBL. 41 REF.Article

ON-SITE PRECAST CONCRETE FRAME AND PANEL SYSTEM FOR MULTISTORY BUILDINGS = SYSTEME DE PREFABRICATION SUR PLACE DE CADRES ET DE PANNEAUX POUR IMMEUBLES DE PLUSIEURS ETAGESZIELINSKI ZA; KUPER F.1981; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1981; VOL. 3; NO 12; PP. 38-42; BIBL. 3 REF.Article

NEW METHOD FOR THE CALIBRATION OF THE INERTIA OF RESONANT COLUMN DEVICES = NOUVELLE METHODE POUR L'ETALONNAGE DE L'INERTIE DE DISPOSITIFS DE POTEAU RESONNANTTATSUOKA F; SILVER ML.1980; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1980; VOL. 3; NO 1; PP. 30-34; BIBL. 4 REF.Article

DIMENSIONERING AV STANG MED TUNNVAEGGIGT SLUTET TVAERSNITT MED HAENSYN TILL KNAECKNING OCH BUCKLING = DIMENSIONNEMENT DES POTEAUX EVIDES EN ACIERNYLANDER B.1980; MEDD.-INST. BYGGNADSSTAT., K. TEK. HOEGSK. STOCKH.; ISSN 0346-0746; SWE; DA. 1980; NO 136; 66 P.; ABS. ENG; BIBL. 5 REF.Serial Issue

THE BEHAVIOR OF REINFORCED CONCRETE CORBELSMATTOCK AH; CHEN KC; SOONGSWANG K et al.1976; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1976; VOL. 21; NO 2; PP. 52-77; BIBL. 9 REF.Article

EVALUATION PROBABILITE DE LA SECURITE DE POTEAUX MINCES EN BETON ARMEGDANSKI K.1975; ARCH. INZYNIER. LAD.; POLSKA; DA. 1975; VOL. 21; NO 3; PP. 425-440; ABS. RUSSE ANGL.; BIBL. 25REF.Article

ANALYSIS OF SPIRAL STAIRS SUPPORTED ON A CENTRAL COLUMNRUTENBERG A.1975; BUILDG SCI.; G.B.; DA. 1975; VOL. 10; NO 1; PP. 37-42; BIBL. 2 REF.Article