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COMPARAISON DE DEUX METHODES D'EVALUATION DES TENSIONS RESIDUELLES DANS LES RAILSKONYUKHOV AD; REJKHART VA; KAPORTSE VN et al.1973; ZAVODSK. LAB.; S.S.S.R.; DA. 1973; VOL. 39; NO 1; PP. 87-89; BIBL. 3 REF.Serial Issue

A TECHNICAL NOTE ON SIMPLE SLAB DESIGN = NOTE TECHNIQUE SUR LA CONCEPTION D'UNE DALLE SIMPLESRINIVASAN CN.1972; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1972; VOL. 52; NO 6; PP. 268-278 (2 P.); BIBL. 5 REF.Serial Issue

STABILITY OF UNBRACED SINGLE-BAY MULTISTORY FRAMESADEL HEMY SALEM.1973; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 2; PP. 223-242; BIBL. 15 REF.Serial Issue

STRENGHT ANALYSIS OF CORNER COLUMN-SLAB CONNECTIONSZAGHLOOL ERF; RAWDON DE PAIVA HA.1973; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 53-70; BIBL. 1 P. 1/2Serial Issue

THE LATERAL STRENGTH OF UNREINFORCED BRICKWORKHENDRY AW.1973; STRUCT. ENGR.; G.B.; DA. 1973; VOL. 51; NO 2; PP. 43-50; BIBL. 16 REF.Serial Issue

I-TRAEGER MIT OPTIMALEN QUERSCHNITTEN = POUTRES EN I DE SECTION OPTIMALEDORSING H.1973; HEBEUZE FOERDERMITTEL; DTSCH.; DA. 1973; VOL. 13; NO 1; PP. 10-11; ABS. RUSSE ANGL.; BIBL. 6 REF.Serial Issue

SPANNUNGEN IM BEREICH VON RADIALEN ZYLINDRISCHEN STUTZEN IN ZYLINDERSCHALEN = CONTRAINTES DANS LA ZONE DE RACCORDEMENT DE TUBULURES CYLINDRIQUES RADIALES SUR DES ENVELOPPES CYLINDRIQUESSTROHMEIER K.1973; KONSTRUKTION; DTSCH.; DA. 1973; VOL. 25; NO 3; PP. 84-93; BIBL. 1 P. 1/2Serial Issue

ZUM STABILITAETSPROBLEM DES QUERSCHWINGENDEN DRUCKSTABES MIT KONSTANTER NORMALKRAFT AUF DER GRUNDLAGE DER ELASTIZITAETSTHEORIE = SUR LE PROBLEME DE LA STABILITE DES BARRES COMPRIMEES A OSCILLATION TRANSVERSALE AVEC UNE FORCE NORMALE CONSTANTE A PARTIR DE LA THEORIE DE L'ELASTICITESCHULLER R.1973; BAUINGENIEUR; DTSCH.; DA. 1973; VOL. 48; NO 1; PP. 16-22; BIBL. 7 REF.Serial Issue

INFLUENCE OF END SUPPORT CONDITIONS ON THE STABILITY OF TRANSVERSELY LOADED BEAMSNETHERCOT DA.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 2; PP. 87-94; ABS. FR. ALLEM.; BIBL. 14 REF.Serial Issue

PROBABILISTIC MODELING OF CONCRETE STRUCTURES = MODELAGE PROBABILISTIQUE DES STRUCTURES EN BETONMASANOBU SHINOZUKA.1972; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1972; VOL. 98; NO 6; PP. 1433-1451; BIBL. 6 REF.Serial Issue

CARACTERISTIQUES STATISTIQUES DE LA FORCE ET DES CHARGES DANS LA METHODE DES ETATS LIMITE POUR LES STRUCTURES EN ACIERMENDERA Z.1972; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1972; NO 187; PP. 47-62; ABS. ANGL. RUSSE; BIBL. 13 REF.Serial Issue

ARCHING ACTION IN ELASTIC-PLASTIC PLATESJANAS M.1972; J. STRUCT. MECH.; U.S.A.; DA. 1972; VOL. 1; NO 3; PP. 277-293; BIBL. 12 REF.Serial Issue

TORSIONAL AND BENDING BEHAVIOR OF WOOD BEAMSVAFAI A; PINCUS G.sdIN: AM. SOC. CIV. ENG. ANNU. NATL. ENVIRON. ENG. MEET.; HOUSTON, TEX.; 1972; S.L.; AM. SOC. CIV. ENG.; DA. S.D.; VOL. 1791; PP. 1-30; BIBL. 15 REF.Conference Paper

AIRFIELD PAVEMENT SYSTEM PARAMETERS BY NONDESTRUCTIVE TESTING = DETERMINATION DES PARAMETRES D'UN SYSTEME DE REVETEMENT DE CHAMP D'AVIATION PAR ESSAI NON DESTRUCTIFBALAKRISHNA RAO HA; TRIANDAFILIDIS GE.sdIN: AM. SOC. CIV. ENG. ANNU. NATL. ENVIRON. ENG. MEET.; HOUSTON, TEX.; 1972; S.L.; AM. SOC. CIV. ENG.; DA. S.D.; VOL. 1798; PP. 1-12; H.T. 17; BIBL. 6 REF.Conference Paper

CALCUL SIMPLIFIE DE LA DEFORMATION PAR FLEXION DE POUTRES EN BETON ARMEAGENT R.1973; CONSTRUCTII; ROMAN.; DA. 1973; VOL. 25; NO 2; PP. 29-32; ABS. ANGL. FR. ALLEM. RUSSESerial Issue

RESISTANCE ET DEFORMABILITE DES JOINTS A MORTIER DE CIMENT DANS LES JONCTIONS DES ELEMENTS EN BETON ARMEVASIL'EV AP; MATKOV NG; SHERIF KH S et al.1973; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1973; NO 7; PP. 38-39Serial Issue

CONFINED CONCRETE. ITS APPLICATION IN R.C. BEAMS AND FRAMESUNDARA RAJA IVENGAR KT; PRAKASH DESAYI; NAGI REDDY K et al.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 2; PP. 105-120; ABS. FR. ALLEM.; BIBL. 1 P.Serial Issue

DEFLECTIONS OF BEAMS AND COMPOSITE WALLS SUBJECT TO CREEP = DEFORMATIONS DE POUTRES ET DE PAROIS COMPOSITES SOUMISES AU FLUAGERAJAGOPALAN K; LENCZNER D.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 4; PP. 287-290; BIBL. 12 REF.Serial Issue

DETERMINATION OF THE ELASTIC MODULI OF FLEXIBLE PAVEMENT COMPONENTSHAN HCS; HIRST TJ; FANG HY et al.1972; HIGHWAY RES. REC.; U.S.A.; DA. 1972; NO 407; PP. 36-38; BIBL. 2 REF.Serial Issue

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

FLEXURAL DESIGN OF REINFORCED CONCRETE BEAMS WITH CONFINED COMPRESSION ZONESSUNDARA RAJA IYENGAR KT; PRAKASH DESAYI; NAGI REDDY K et al.1972; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1972; VOL. 53; NO 2; PP. 90-95; BIBL. 4 REF.Serial Issue

THE COLLAPSE LOAD FOR SQUARE CONCRETE INFILL PANELSYETTRAM AL; HIRST MJS.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 2; PP. 95-100; ABS. ALLEM. FR.; BIBL. 11 REF.Serial Issue

CHOIX D'UNE GEOMETRIE OPTIMUM POUR LES STRUCTURES EN FORME DE VOILE MINCE DE REVOLUTIONLACHANCE L; LANDRY O.1972; INGENIEUR; CANADA; DA. 1972; VOL. 58; NO 284; PP. 10-19 (8 P.); BIBL. 3 REF.Serial Issue

AIDE MEMOIRE DU TECHNICIEN. JOINTS COMPRIMESLEROY.1976; CHARP. MENUIS. METAL. SERRUR.; FR.; DA. 1976; NO 89; PP. 61-62Article

DETERMINATION OF THE CRITICAL LOADS CONSIDERING THE ANTICIPED DURABILITY OF STRUCTURES = DETERMINATION DES CHARGES CRITIQUES EN CONSIDERANT LA DUREE PREVUE DES STRUCTURESMISTETH E.1973; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1973; VOL. 74; NO 1-2; PP. 21-38; ABS. ALLEM. RUSSE; BIBL. 2 REF.Serial Issue

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