AAAAAA

   
Results: 1-21 |
Results: 21
ANALYTICAL STUDY OF SPACING OF LATERAL STEEL AND COLUMN CONFINEMENT
Authors: MAU ST ELWI AE ZHOU SZ
Citation: St. Mau et al., ANALYTICAL STUDY OF SPACING OF LATERAL STEEL AND COLUMN CONFINEMENT, Journal of structural engineering, 124(3), 1998, pp. 262-269
CYCLIC TEST OF 4-STORY STEEL PLATE SHEAR WALL
Authors: DRIVER RG KULAK GL KENNEDY DJL ELWI AE
Citation: Rg. Driver et al., CYCLIC TEST OF 4-STORY STEEL PLATE SHEAR WALL, Journal of structural engineering, 124(2), 1998, pp. 112-120
FE AND SIMPLIFIED MODELS OF STEEL PLATE SHEAR WALL
Authors: DRIVER RG KULAK GL ELWI AE KENNEDY DJL
Citation: Rg. Driver et al., FE AND SIMPLIFIED MODELS OF STEEL PLATE SHEAR WALL, Journal of structural engineering, 124(2), 1998, pp. 121-130
STIFFENED STEEL PLATES UNDER COMPRESSION AND BENDING
Authors: GRONDIN GY CHEN Q ELWI AE CHENG JJ
Citation: Gy. Grondin et al., STIFFENED STEEL PLATES UNDER COMPRESSION AND BENDING, Journal of constructional steel research, 45(2), 1998, pp. 125-148
HIGH-STRENGTH CONCRETE COLUMNS - STATE-OF-THE-ART
Authors: MIRZA SA AZIZINAMINI A ADEBAR PE ELWI AE LEE DD RANGAN DV FURLONG RW MACGREGOR JG SAADEGHVAZIRI MA GREEN R MAU ST SAATCIOGLU M HORN HR PARK R SCHULTZ AE HSU CTT PAULTRE P SELNA LG LAWRIE RA PRISHTINA B SHEIKH SA RAD RN
Citation: Sa. Mirza et al., HIGH-STRENGTH CONCRETE COLUMNS - STATE-OF-THE-ART, ACI structural journal, 94(3), 1997, pp. 323-335
PERFORMANCE OF HIGH-STRENGTH CONCRETE TIED COLUMNS - A PARAMETRIC STUDY
Authors: XIE J ELWI AE MACGREGOR JG
Citation: J. Xie et al., PERFORMANCE OF HIGH-STRENGTH CONCRETE TIED COLUMNS - A PARAMETRIC STUDY, ACI structural journal, 94(2), 1997, pp. 91-102
TESTS OF TALL CAVITY WALLS SUBJECTED TO ECCENTRIC LOADING
Authors: WANG R ELWI AE HATZINIKOLAS MA WARWARUK J
Citation: R. Wang et al., TESTS OF TALL CAVITY WALLS SUBJECTED TO ECCENTRIC LOADING, Journal of structural engineering, 123(7), 1997, pp. 912-919
NUMERICAL STUDY OF TALL MASONRY CAVITY WALLS SUBJECTED TO ECCENTRIC LOADS
Authors: WANG R ELWI AE HATZINIKOLAS MA
Citation: R. Wang et al., NUMERICAL STUDY OF TALL MASONRY CAVITY WALLS SUBJECTED TO ECCENTRIC LOADS, Journal of structural engineering, 123(10), 1997, pp. 1287-1294
DESIGN OF SLENDER SHEAR CONNECTED MASONRY CAVITY WALLS
Authors: WANG R ELWI AE HATZINIKOLAS MA
Citation: R. Wang et al., DESIGN OF SLENDER SHEAR CONNECTED MASONRY CAVITY WALLS, Canadian journal of civil engineering, 24(5), 1997, pp. 808-818
NUMERICAL INVESTIGATION OF ECCENTRICALLY LOADED HIGH-STRENGTH CONCRETE TIED COLUMNS
Authors: XIE J MACGREGOR G ELWI AE
Citation: J. Xie et al., NUMERICAL INVESTIGATION OF ECCENTRICALLY LOADED HIGH-STRENGTH CONCRETE TIED COLUMNS, ACI structural journal, 93(4), 1996, pp. 449-461
FINITE-ELEMENT ANALYSIS OF LONGITUDINALLY STIFFENED CYLINDERS IN BENDING
Authors: CHEN Q ELWI AE KULAK GL
Citation: Q. Chen et al., FINITE-ELEMENT ANALYSIS OF LONGITUDINALLY STIFFENED CYLINDERS IN BENDING, Journal of engineering mechanics, 122(11), 1996, pp. 1060-1068
ADJUSTABLE REFINED STRAIN FIELD IN DEGENERATED SHELL ELEMENTS
Authors: ZIYAEIFAR M ELWI AE
Citation: M. Ziyaeifar et Ae. Elwi, ADJUSTABLE REFINED STRAIN FIELD IN DEGENERATED SHELL ELEMENTS, Finite elements in analysis and design, 22(1), 1996, pp. 85-91
DEGENERATED PLATE-SHELL ELEMENTS WITH REFINED TRANSVERSE-SHEAR STRAINS
Authors: ZIYAEIFAR M ELWI AE
Citation: M. Ziyaeifar et Ae. Elwi, DEGENERATED PLATE-SHELL ELEMENTS WITH REFINED TRANSVERSE-SHEAR STRAINS, Computers & structures, 60(6), 1996, pp. 1079-1091
MECHANICAL-PROPERTIES OF 3 HIGH-STRENGTH CONCRETES CONTAINING SILICA FUME
Authors: XIE J ELWI AE MACGREGOR JG
Citation: J. Xie et al., MECHANICAL-PROPERTIES OF 3 HIGH-STRENGTH CONCRETES CONTAINING SILICA FUME, ACI materials journal, 92(2), 1995, pp. 135-145
COMPOSITE CONCRETE STEEL PLATE WALLS - ANALYSIS AND BEHAVIOR
Authors: LINK RA ELWI AE
Citation: Ra. Link et Ae. Elwi, COMPOSITE CONCRETE STEEL PLATE WALLS - ANALYSIS AND BEHAVIOR, Journal of structural engineering, 121(2), 1995, pp. 260-271
LONGITUDINALLY-STIFFENED LARGE-DIAMETER FABRICATED STEEL TUBES
Authors: CHEN Q ELWI AE KULAK GL
Citation: Q. Chen et al., LONGITUDINALLY-STIFFENED LARGE-DIAMETER FABRICATED STEEL TUBES, Journal of constructional steel research, 35(1), 1995, pp. 19-48
FLEXURAL TESTS OF LONGITUDINALLY STIFFENED FABRICATED STEEL CYLINDERS
Authors: CHEN Q KULAK GL ELWI AE
Citation: Q. Chen et al., FLEXURAL TESTS OF LONGITUDINALLY STIFFENED FABRICATED STEEL CYLINDERS, Journal of constructional steel research, 34(1), 1995, pp. 1-25
NONLINEAR HARMONIC-ANALYSIS APPLIED TO AXISYMMETRICAL STRUCTURES
Authors: KAISER TMV ELWI AE MIODUCHOWSKI A
Citation: Tmv. Kaiser et al., NONLINEAR HARMONIC-ANALYSIS APPLIED TO AXISYMMETRICAL STRUCTURES, Computers & structures, 55(6), 1995, pp. 1107-1118
SHEAR CAPACITY OF LARGE FABRICATED STEEL CYLINDERS - A TRUSS MODEL
Authors: OBAIA KH ELWI AE KULAK GL
Citation: Kh. Obaia et al., SHEAR CAPACITY OF LARGE FABRICATED STEEL CYLINDERS - A TRUSS MODEL, Journal of constructional steel research, 25(3), 1993, pp. 211-227
A NONLINEAR AXISYMMETRICAL FINITE-ELEMENT FOR MODELING NONAXISYMMETRIC BEHAVIOR
Authors: KAISER TMV ELWI AE MIODUCHOWSKI A
Citation: Tmv. Kaiser et al., A NONLINEAR AXISYMMETRICAL FINITE-ELEMENT FOR MODELING NONAXISYMMETRIC BEHAVIOR, Computers & structures, 49(2), 1993, pp. 219-230
LARGE-DISPLACEMENT AXISYMMETRICAL ELEMENT FOR NONAXISYMMETRIC DEFORMATION
Authors: KAISER TMV ELWI AE MIODUCHOWSKI A
Citation: Tmv. Kaiser et al., LARGE-DISPLACEMENT AXISYMMETRICAL ELEMENT FOR NONAXISYMMETRIC DEFORMATION, AIAA journal, 31(11), 1993, pp. 2186-2188
Risultati: 1-21 |