scholarly journals Closure to “Discussion of ‘Analysis of Straight and Curved Beam-Columns’” (1952, ASME J. Appl. Mech., 19, p. 411)

1952 ◽  
Vol 19 (3) ◽  
pp. 411
Author(s):  
C. M. Tyler ◽  
J. G. Christiano
Keyword(s):  
1951 ◽  
Vol 18 (3) ◽  
pp. 283-284
Author(s):  
C. M. Tyler ◽  
J. G. Christiano

Abstract A method of analysis is developed for calculating the effects of deflection and axial force on the bending moments of structural members having both beam and column loadings. The member is divided into a number of segments and analyzed by a relaxation method directly in terms of the bending moments at each segment. This analysis is applicable to beam-columns of any shape and stiffness, and for any type of loading. A numerical example of an irregularly curved beam-column is included.


2005 ◽  
Vol 8 (3) ◽  
pp. 247-257 ◽  
Author(s):  
Y. Fukumoto ◽  
T. Takaku ◽  
T. Aoki ◽  
K. A. S. Susantha

This paper presents the innovative use of hot-rolled thickness-tapered mill products, longitudinally profiled (LP) plates, for the seismic performance of bridge bents of single and portal framed piers. The study involves the inelastic cyclic testing and numerical analysis of tested beam-columns and portal frames in order to evaluate the effects of tapering ratios of LP plates, penetration of yielding, and number of locally buckled panels on their structural ductility. A structural design method is proposed for the portal frames having LP panels under cyclic loadings.


2009 ◽  
Vol 50 (6) ◽  
pp. 063510 ◽  
Author(s):  
Shin-itiro Goto ◽  
Robin W Tucker

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