kw.\*:("FLECHE(FLEXION)")
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MEASUREMENT OF DAM DEFLECTION BY LASER.HARRISON PW.1978; WAT. POWER DAM CONSTR.; G.B.; DA. 1978; VOL. 30; NO 4; PP. 52; BIBL. 2 REF.Article
FLEXIONS DE REVETEMENTS ROUTIERS MULTICOUCHERADOVSKIJ BS; MOZGOVOJ VV.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 5; PP. 146-151; BIBL. 6 REF.Article
SHORT-TIME DEFLECTIONS OF FLAT PLATES, FLAT SLABS, AND TWO-WAY SLABS.KRIPANARAYANAN KM; BRANSON DE.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 12; PP. 686-690; BIBL. 10 REF.Article
ETUDE EXPERIMENTALE DES ENTRETOISES DES OSSATURES A CADRE AYANT UNE HAUTEUR PLUS ELEVEE AU VOISINAGE DES COLONNESOSTRIKOV GM; MAKSIMOV YU S.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 11; PP. 16-19; BIBL. 1 REF.Article
A COMPARISON OF MEASURED AND CALCULATED DEFLECTIONS OF FLEXURAL MEMBERS IN FOUR REINFORCED CONCRETE BUILDINGS.HEIMAN JL.sdIN: SYMP. SERV. CONCR.; MELBOURNE; 1975; SYDNEY; INST. ENG. AUSTRALIA; DA. S.D.; PP. 22-27; BIBL. 13 REF.Conference Paper
THE SPEED EFFECT IN PAVEMENT DEFLECTION.ALPAN I; BAKER R.1977; ACTA TECH. ACAD. SCI. HUNGAR.; HUN; DA. 1977; VOL. 85; NO 1-2; PP. 11-28; ABS. GER/RUS; BIBL. 14 REF.Article
INFLUENCE DE L'HUMIDITE SUR LA DEFLEXION DES SURFACES DE ROUTEYANAGISAWA M; KAMIIZAKA M.1977; J. JAP. FOREST. SOC.; JAP.; DA. 1977; VOL. 59; NO 11; PP. 418-427; BIBL. 13 REF.Article
SHORT-TERM DEFLECTION IN TWO-WAY REINFORCED CONCRETE SLABS AFTER CRACKING.SHUKLA SN; MITTAL MK.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 7; PP. 416-419; BIBL. 3 REF.Article
RAPPEL DE NOTIONS UTILES. CALCULS COMPARATIFS SUR LES POUTRES FLECHIES.MESNIANKINE A.1978; CHARP. MENUIS. METAL. SERRUR.; FR.; DA. 1978; NO 105; PP. 63-65 (2P.)Article
DEFLECTION OF REINFORCED CONCRETE.WALSH PF.1977; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1977; VOL. 19; NO 2; PP. 146-152; BIBL. 22 REF.Article
METHOD FOR PREDICTING THE STIFFNESS OF WOODJOIST FLOOR SYSTEMS WITH PARTIAL COMPOSITE ACTION.MCCUTCHEON WJ.1977; U.S.D.A. FOREST SERV. RES. PAPER; U.S.A.; DA. 1977; NO 289; PP. 1-16; BIBL. 1 P.Serial Issue
EVALUATION NOMOGRAPHIQUE DE LA FLECHE DES CABLES CHARGES ANCRES AUX DEUX EXTREMITES, POUR VEHICULES FORESTIERS A DOUBLE CABLE ET DOUBLE SENS DE MARCHEZHEKOV G; KHRISTOV S.1977; BORSKOSTOP. NAUKA; BALG.; DA. 1977; VOL. 14; NO 3; PP. 62-69; ABS. RUSSE ALLEM.; BIBL. 5 REF.Article
THE DEFLECTION THEORY OF CABLE-STAYED BRIDGE.DAS RS.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 6; PP. 231-239; BIBL. 3 REF.Article
VARIATION DE LA PORTANCE EN TRAVERS D'UNE CHAUSSEE.JOKSIC Z.1976; STRASSE U. VERKEHR; SCHWEIZ; DA. 1976; VOL. 62; NO 9; PP. 373-374; BIBL. 4 REF.Article
SUR LES EFFETS DE RAIDISSEURS SUR LA RESISTANCE STATIQUE DES STRUCTURES DE COQUE COURBESFUKUCHI N.1976; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1976; VOL. 139; PP. 129-138; ABS. ANGL.; BIBL. 3 REF.Article
MESSUNG DER DEFLEKTIONSMULDEN-EIN MITTEL ZUR BESTIMMUNG DER MATERIALKENNWERTE = MESURE DES CUVETTES DE DEFLEXION. UN MOYEN DE DETERMINER LES COEFFICIENTS CARACTERISTIQUES DES MATERIAUXYANG F.1980; STRASSE U. VERKEHR; CHE; DA. 1980; VOL. 66; NO 7; PP. 264-266; ABS. FREArticle
DEFFECTION CONTROL BY SPANDEPTH RATIO.NEVILLE AM; HOUGHTON EVANS W; CLARKE CV et al.1977; MAG. CONCR. RES.; G.B.; DA. 1977; VOL. 29; NO 98; PP. 31-41; BIBL. 6 REF.Article
MEMBRANE ACTION, DEFLECTIONS AND CRACKING OF TWO-WAY REINFORCED CONCRETE SLABS.DESAYI P; KULKARNI AB.1977; MATER. ET CONSTR.; FR.; DA. 1977; VOL. 10; NO 59; PP. 303-312; ABS. FR.; BIBL. 1 P. 1/2Article
AN INVESTIGATION OF THE ULTIMATE AND FIRST CRACK STRENGTHS OF FERROCEMENT IN FLEXURE.SURYA KUMAR GV; SHARMA PC.1976; INDIAN CONCR. J.; INDIA; DA. 1976; VOL. 50; NO 11; PP. 335-344 (7P.); BIBL. 13 REF.Article
OBERBAUVERSTAERKUNG IN BITUMINOESER BAUWEISE = RENFORCEMENT DES CHAUSSEES BITUMINEUSESHUSCHEK S.1978; STRASSE U. VERKEHR; CHE; DA. 1978; VOL. 64; NO 9; PP. 352-358; BIBL. 6 REF.Article
LONG-TERM DEFLECTION OF REINFORCED CONCRETE FLAT SLABS AND PLATES.TAYLOR PJ; HEIMAN JL.1977; J. AMER. CONCRETE INST.; U.S.A.; DA. 1977; VOL. 74; NO 11; PP. 556-561; BIBL. 15 REF.Article
LE CALCUL PRATIQUE DES FLECHES DES ELEMENTS HYPERSTATIQUES EN BETON ARME.VERKEYN A; CNOP M.1977; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1977; NO 5; PP. 393-408; ABS. NEERL.Article
NAEHERUNGSLOESUNG FUER DIE DURCHSENKUNGEN EINES BALKENS UNTER EINER FOLGE VON WANDERNDEN LASTEN. = APPROXIMATIONS POUR LES FLECHES D'UNE POUTRE SOUMISE A PLUSIEURS CHARGES MOBILESPOPP K.1977; INGR.-ARCH.; DTSCH.; DA. 1977; VOL. 46; NO 2; PP. 85-95; ABS. ANGL.Article
MULTISPAN STAYED GIRDER BRIDGES.GIMSING NJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 10; PP. 1989-2003; BIBL. 7 REF.Article
LE CALCUL PRATIQUE DES FLECHES DES ELEMENTS HYPERSTATIQUES EN BETON ARME.VERKEYN A; CNOP M.1976; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1976; NO 4; PP. 289-302; ABS. NEERL.Article