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Estimation of Height at Withers Based on Long Bone Measurements of Living Cats. [PDF]
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Investigation on slenderness ratios of built-up compression members
Journal of Constructional Steel Research, 2009Abstract This study provides a direct experimental verification of the AISC slenderness ratio formulas for built-up compressive members. The comparison on various code-specified slenderness ratios or provisions, which used in the AISC-ASD, AISC-LRFD, AS-4100, and CSA S16-01, are presented.
Jui-Ling Liu, Dung M. Lue, Ching H. Lin
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Experimental Study on Cyclic Behavior of SFCBs with Different Slenderness Ratios
Journal of Materials in Civil Engineering, 2021AbstractThis paper presents an experimental study on the cyclic behavior of steel-fiber-reinforced composite bars (SFCBs) with different slenderness ratios.
Yu Tang, Zeyang Sun, Gang Wu
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Thermoelectric device and optimum external load parameter and slenderness ratio
Energy, 2010Abstract Thermodynamic formulation of efficiency of thermoelectric power generator is presented in terms of the slenderness ratio ( X = ( A p / L p ) / ( A n / L n ) ) and the external load parameter ( Y = ( R L ) / ( L n / k e , n A
Bekir Sami Yilbas, Ahmet Z Sahin
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Slenderness ratio distribution and load-shortening behaviors of stiffened panels
Marine Structures, 2012Abstract This paper evaluates the distributions of three slenderness ratios of the plates, the stiffeners, and the stiffened panels, and presents a comparison of the load-shortening behaviors of the stiffened panels. The slenderness ratios, which represent the geometry and material properties of the stiffened panels, are obtained from deck and bottom
Joonmo Choung, Ji-Myung Nam
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Calculation of slenderness ratio for laced columns with serpentine and crosswise lattices
Journal of Constructional Steel Research, 2011Abstract In contrast to the technique accepted in existing design specifications, a slenderness ratio for laced columns with serpentine or crosswise lattices is determined as a result of consideration of the laced column as a statically indeterminate structure. Recent results of solving the buckling problem for laced columns, on the one hand, and the
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Slenderness ratio of telescopic cylinder-columns
Structural Engineering and Mechanics, 2001The present paper deals with the effective slenderness ratio of telescopic cylinders as a long column having different cross sections. Firstly, the slenderness ratio defined in the current standard for the telescopic cylinders is discussed to point out some difficulties which arise when the ratio is applied to the column having different cross sections.
Yoshihiko Sugiyama, Takamitsu Ohtomo
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