ELASTIC BUCKLING STRENGTH OF H-SHAPED TAPERED BEAM-COLUMNS UNDER AXIAL AND BENDING SHEAR FORCE-Reference-Cited by-同舟云学术

ELASTIC BUCKLING STRENGTH OF H-SHAPED TAPERED BEAM-COLUMNS UNDER AXIAL AND BENDING SHEAR FORCE

Published:2015 Issue:716 Volume:80 Page:1599-1609
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

IKARASHI Kikuo¹,HASEGAWA Ryuta²

Affiliation:

1. Assoc. Prof., Dept. of Arch. and Build. Eng., Tokyo Institute of Technology, Dr. Eng.

2. Grad. Stud., Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference4 articles.

2. 2) Culver. C. G. and Preg. S. M : Elastic Stability of Tapered Beam-Columns, Proc. ASCE STD, Vol. 94, No. ST2, pp. 455~470, 1968.2.

3. 3) Shiomi. H and Kurata. M : Strength Formula for Tapered Beam-Columns, Proc. ASCE STD, Vol. 110, No. ST7, pp. 1630~1643, 1984.7.

4. 8) Maki, A. C. and Kuenzi, E. W. : Deflection and Stresses of Tapered Wood Beams, Research Paper, US Forest Service, Vol. 34, pp. 1~53, 1965.9

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