Structural Engineering and Mechanics

CONTENTS

Volume 10, Number 5, 2000

• Derivation of formulas for perturbation analysis with modes of close eigenvalues

  Liu XL

  Abstract | Full Text (1K)

  pages 427-440.

  DOI: 10.12989/sem.2000.10.5.427

• Thick laminated circular plates on elastic foundation subjected to a concentrated load

  Sheng HY

  Abstract | Full Text (1K)

  pages 441-449.

  DOI: 10.12989/sem.2000.10.5.441

• Use of the differential quadrature method for the buckling analysis of cylindrical shell panels

  Redekop D, Makhoul E

  Abstract | Full Text (1K)

  pages 451-462.

  DOI: 10.12989/sem.2000.10.5.451

• A computer program for the analysis of reinforced concrete frames with cracked beam elements

  Tanrikulu AK, Dundar C, Cagatay IH

  Abstract | Full Text (1K)

  pages 463-478.

  DOI: 10.12989/sem.2000.10.5.463

• Effects of shear deformation on the effective length of tapered columns with I-section for steel portal frames

  Li GQ, Li JJ

  Abstract | Full Text (1K)

  pages 479-489.

  DOI: 10.12989/sem.2000.10.5.479

• Inelastic behavior of standard and retrofitted rectangular hollow sectioned struts. I: Analytical model

  Boutros MK

  Abstract | Full Text (1K)

  pages 491-504.

  DOI: 10.12989/sem.2000.10.5.491

• Inelastic behavior of standard and retrofitted rectangular hollow sectioned struts. II: Experimental study

  Boutros M, McCulloch J, Scott D

  Abstract | Full Text (1K)

  pages 505-516.

  DOI: 10.12989/sem.2000.10.5.505