Results 1 to 10 of about 29,045 (183)
Estimation of Height at Withers Based on Long Bone Measurements of Living Cats [PDF]
In this study, coefficients enabling estimation of shoulder height were obtained by taking morphometric measurements from radiographic images of live cats using the radiogrammetric method.
Dominik Poradowski +6 more
doaj +2 more sources
The Modern Trend of Super Slender Residential Buildings
The purpose of this paper is to present a new skyscraper typology which has developed over the recent years – super-tall and slender, needle-like residential towers.
Jerzy Szolomicki +1 more
doaj +1 more source
Concrete-filled steel tubular (CFST) columns are one of the most effective reinforced concrete structures, and improving their calculation is a critical task.
Anton Chepurnenko +2 more
doaj +1 more source
Experimental behavior of novel GFRP reinforcing bars under compressive loads
Glass fiber-reinforced polymer (GFRP) bars have been used in RC structures due to their high tensile strength capacity and resistance to corrosion in comparison with steel.
Almerich-Chulia Ana +3 more
doaj +1 more source
Closed-Form Solution for the Natural Frequencies of Low-Speed Cracked Euler–Bernoulli Rotating Beams
In this study, two closed-form solutions for determining the first two natural frequencies of the flapwise bending vibration of a cracked Euler–Bernoulli beam at low rotational speed have been developed.
Belén Muñoz-Abella +2 more
doaj +1 more source
Characteristics of subspontaneous dispersal of Kentucky coffetree (Gymnocladus dioicus (L). K. Koch)in Topčider [PDF]
The paper presents the occurrence of subspontaneous dispersal of Kentucky coffeetree in the park-forest which is a part of a protected natural area "Topčiderski park" in Belgrade.
Bobinac Martin +3 more
doaj +1 more source
An Abridged Review of Buckling Analysis of Compression Members in Construction
The column buckling problem was first investigated by Leonhard Euler in 1757. Since then, numerous efforts have been made to enhance the buckling capacity of slender columns, because of their importance in structural, mechanical, aeronautical, biomedical,
Manmohan Dass Goel +4 more
doaj +1 more source
Experimental Behavior of Circular Steel Tubular Columns Filled with Self-Compacting Concrete under Concentric Load [PDF]
This paper presents an experimental study on the behavior of circular, concretefilled,steel tube (CFT) columns concentrically loaded in compression to failure.
Saad N. Sadik +2 more
doaj +1 more source
In order to improve the efficiency of fiber reinforced plastics (FRP) confinement as a method to repair and strengthen concrete structures, a parametric analysis was carried out to investigate the effects of cylinder slenderness and the stiffness of the ...
Mazen Tabbara, Gebran Karam
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Abstract For an arbitrary infinite cardinal κ, we define classes of κ-cslender and κ-tslender modules as well as related classes of κ-hmodules and initiate a study of these classes.
openaire +3 more sources

