Journal of Structural Engineering. Vol. 120 No. 6 (1994).

Material type: Continuing resourceContinuing resourcePublication details: New York : American Society of Civil Engineers. [date of publication not identified]Description: p
Contents:
TECHNICAL PAPERS : Integrated analytical procedure for concrete slabs under impact loads / Ayaho Miyamoto, Michael William King and Manabu Fujii. Pointwise equilibrating polynomial element for non-linear analysis of frames / Siu Lai Chan and Zhi Hua Zhou. Reinforced-concrete dimensioning based on element nodal forces / E. Anderheggen, Z. Despot, P. Steffen and S. M. R. Tabatabai. Algorithm for hysteresis analysis of pre-stressed-concrete frames / Xiaozu Su and Bolong Zhu. Applications of field testing to bridge evaluation / Fred Moses, Jean Paul Lebet and Rolf Bez. Seismic behavior of open-web truss-moment frames / Subhash C. Goel and Ahmad M. Itani. Seismic-resistant special truss-moment frames / Subhash C. Goel and Ahmad M. Itani. Confining reinforcement for concrete columns / S. Watson, F. A. Zahn and R. Park. Simulated seismic load tests on reinforced concrete columns / S. Watson and R. Park. Reliability of short and slender reinforced-concrete columns / Sonis E. ruiz and J. Cipriano Aguilar. Welded wire fabric for bridges. I : Ultimate strength and ductility / Bilal M. Ayyub, Peter C. Chang and Naji A. Al-Mutairi. Welded wire fabric for bridges. II : Fatigue strength / Bilal M. Ayyub, Peter C. Chang and Naji A. Al-Mutairi. Buckling strength of wood power poles using finite elements / A. B. Peabody and J. W. Wekezer. Non-linear analysis of two-layered wood members with interlayer slip / Dan L. Wheat and Jose M. Calixto. Discussions : Flexural analysis of reinforced concrete beams containing steel fibers. Byung Hwan Oh / Benard Espion. Closure by author. Improved wide-column-frame analogy for shear/core wall analysis. A. K. H. Kwan / Bernado Deschapelles. Closure by author. Behavior of two-span continuous bridge under truck axle loading. Jane L. Tiedeman, Pedro Albrecht and Llyod R. Cayes / Alex Aswad. Errata.
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Terbitan Bersiri JPS HQ Library Main - Serials Serials MAJ 624 JOU (Browse shelf(Opens below)) 1 Available 1000025115

It contains of Papers, Discussion for June 1994 in Vol. 120 No. 6.

TECHNICAL PAPERS : Integrated analytical procedure for concrete slabs under impact loads / Ayaho Miyamoto, Michael William King and Manabu Fujii. Pointwise equilibrating polynomial element for non-linear analysis of frames / Siu Lai Chan and Zhi Hua Zhou. Reinforced-concrete dimensioning based on element nodal forces / E. Anderheggen, Z. Despot, P. Steffen and S. M. R. Tabatabai. Algorithm for hysteresis analysis of pre-stressed-concrete frames / Xiaozu Su and Bolong Zhu. Applications of field testing to bridge evaluation / Fred Moses, Jean Paul Lebet and Rolf Bez. Seismic behavior of open-web truss-moment frames / Subhash C. Goel and Ahmad M. Itani. Seismic-resistant special truss-moment frames / Subhash C. Goel and Ahmad M. Itani. Confining reinforcement for concrete columns / S. Watson, F. A. Zahn and R. Park. Simulated seismic load tests on reinforced concrete columns / S. Watson and R. Park. Reliability of short and slender reinforced-concrete columns / Sonis E. ruiz and J. Cipriano Aguilar. Welded wire fabric for bridges. I : Ultimate strength and ductility / Bilal M. Ayyub, Peter C. Chang and Naji A. Al-Mutairi. Welded wire fabric for bridges. II : Fatigue strength / Bilal M. Ayyub, Peter C. Chang and Naji A. Al-Mutairi. Buckling strength of wood power poles using finite elements / A. B. Peabody and J. W. Wekezer. Non-linear analysis of two-layered wood members with interlayer slip / Dan L. Wheat and Jose M. Calixto. Discussions : Flexural analysis of reinforced concrete beams containing steel fibers. Byung Hwan Oh / Benard Espion. Closure by author. Improved wide-column-frame analogy for shear/core wall analysis. A. K. H. Kwan / Bernado Deschapelles. Closure by author. Behavior of two-span continuous bridge under truck axle loading. Jane L. Tiedeman, Pedro Albrecht and Llyod R. Cayes / Alex Aswad. Errata.

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