END RESTRAINT AND COLUMN STABILITY = ENCASTREMENT ET STABILITE DES POTEAUXCHEN WF.1980; PROC. AM. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1980; VOL. 106; NO 11; PP. 2279-2295; BIBL. 16 REF.Article

SOIL MECHANICS AND THEOREMS OF LIMIT ANALYSIS.CHEN WF.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(3), VOL. 95, P. 493 A 518Miscellaneous

PLASTICITY IN REINFORCED CONCRETE = PLASTICITE DU BETON ARMECHEN WF.1982; ; USA; NEW YORK: MC GRAW-HIN BOOK CO.; DA. 1982; 489 P.; 24 CM; BIBL. DISSEM.; ISBN 0-07-010687-8Book

A RAPID METHOD OF COMPUTING GEOMETRIC RELATIONS IN STRUCTURAL ANALYSIS = METHODE RAPIDE DE CALCUL DES RELATIONS GEOMETRIQUES POUR LE CALCUL DES CONSTRUCTIONSCHEN WF.1983; CIV. ENG. ASCE; ISSN 0360-0556; USA; DA. 1983; VOL. 53; NO 5; PP. 51-53; BIBL. 8 REF.Article

ON THE RATE OF DISSIPATION OF ENERGY IN SOILS.CHEN WF.1968; SOIL FOUND.; JPN; 1968(12), VOL. 8, NUM. 0004, P. 48 A 51Miscellaneous

INELASTIC CYCLIC ANALYSIS OF PIN-ENDED TUBES = CALCUL NON ELASTIQUE D'UN CYCLE DE CHARGE SUR DES TUBES ARTICULESTOMA S; CHEN WF.1982; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST10; PP. 2279-2294Article

STATIC BEHAVIOR OF BEAM-TO-COLUMN MOMENT CONNECTIONS = COMPORTEMENT STATIQUE D'ASSEMBLAGES POUTRES-POTEAUX RESISTANT AUX MOMENTSCHEN WF; PATEL KV.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO ST9; PP. 1815-1838; BIBL. 18 REF.Article

NONLINEAR RESPONSE OF DRAINED CLAY TO FOOTINGS.DAVIDSON HL; CHEN WF.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 2; PP. 281-290; BIBL. 26 REF.; 13 ILL.Article

NONLINEAR RESPONSE OF UNDRAINED CLAY TO FOOTINGS.DAVIDSON HL; CHEN WF.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 4; PP. 539-546; BIBL. 17 REF.Article

NON LINEAR ANALYSIS OF CONCRETE SPLITTING TESTS.CHEN ACT; CHEN WF.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 6; PP. 451-457; BIBL. 10 REF.Article

CYCLIC INELASTIC ANALYSIS OF TUBULAR COLUMN SECTIONSTOMA S; CHEN WF.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 16; NO 6; PP. 707-716; BIBL. 9 REF.Article

EARTHQUAKE-INDUCED SLOPE FAILURE IN NONHOMOGENEOUS, ANISOTROPIC SOILS = RUPTURE DE PENTE PAR UN SEISME DE SOLS ANISOTROPES HETEROGENESCHEN WF; SAWADA T.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 125-139; BIBL. 19 REF.Article

CONSTITUTIVE MODELS FOR CONCRETE = MODELES CONSTITUTIFS DU BETONCHEN WF; SUZUKI H.1980; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1980; VOL. 12; NO 1; PP. 23-32; BIBL. 12 REF.Article

TENSILE STRENGTH OF CONCRETE: DOUBLE-PUNCH TEST = RESISTANCE A LA TRACTION DU BETON: ESSAI DU DOUBLE POINCONNAGECHEN WF; YUAN RL.1980; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 8; PP. 1673-1693; BIBL. 21 REF.Article

BUCKLING AND CYCLIC INELASTIC ANALYSIS OF STEEL TUBULAR BEAM-COLUMNSHAN DJ; CHEN WF.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 2; PP. 119-132; BIBL. 21 REF.Article

STATIC BEHAVIOR OF BEAM-TO-COLUMN MOMENT CONNECTIONSCHEN WF; PATEL KV.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO 9; PP. 1815-1838; BIBL. 18 REF.Article

PLASTICITY APPROACH TO LANDSLIDE PROBLEMS = APPROCHE DE LA PLASTICITE POUR PROBLEMES DE GLISSEMENT DE TERRAINCHEN WF; KOH SL.1980; ENGNG GEOL.; NLD; DA. 1980; VOL. 16; NO 1-2; PP. 125-133; BIBL. 10 REF.Article

TWO ELASTIC-PLASTIC SOIL MODELS FOR NUMERICAL ANALYSIS.DAVIDSON HL; CHEN WF.1976; SOILS FOUND.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 43-50; BIBL. 14 REF.; 2 ILL.Article

LIMIT ANALYSIS AND LIMIT EQUILIBRIUM SOLUTIONS IN SOIL MECHANICS.CHEN WF; SCAWTHORN CR.1970; SOILS AND FOUND., JAP.; 1970, VOL. 10, NUM. 0003, P. 13 A 49Miscellaneous

BEHAVIOUR OF PORTAL AND STRUT TYPES OF BEAM-COLUMNSHAN DJ; CHEN WF.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 1; PP. 15-25; BIBL. 20 REF.Article

LATERAL EARTH PRESSURES ON RIGID RETAINING WALLS SUBJECTED TO EARTHQUAKE FORCES = POUSSEES DE TERRE LATERALES SUR DES MURS DE SOUTENEMENT RIGIDES SOUMIS A DES FORCES SISMIQUESCHANG MF; CHEN WF.1982; SM ARCHIVES; ISSN 0376-7426; NLD; DA. 1982; VOL. 7; NO 4; PP. 315-362; BIBL. 13 REF.Article

ELASTIC-PLACTIC LARGE DISPLACEMENT ANALYSIS OF PIPES = CALCUL DU DEPLACEMENT ELASTOPLASTIQUE DES CANALISATIONSSALEEB AF; CHEN WF.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST 4; PP. 605-626; BIBL. 14 REF.Article

CONSTITUTIVE MODELS FOR CONCRETE STRUCTURES = MODELES ANALOGIQUES POUR OUVRAGES EN BETONCHEN WF; TING EC.1980; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 1-19Article

ANALYSIS OF FABRICATED TUBULAR COLUMNS = ANALYSE DES POTEAUX TUBULAIRES FORMES ET SOUDESSHOUJI TOMA; CHEN WF.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 11; PP. 2343-2366; BIBL. 14 REF.Article

DESIGN CRITERIA FOR STEEL I COLUMNS UNDER AXIAL LOAD AND BIAXIAL BENDING.ROSS DA; CHEN WF.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 3; PP. 466-473; ABS. FR.; BIBL. 9 REF.Article