Tests Of Eccentrically Loaded Columns
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Tests Of Eccentrically Loaded Columns
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Author : R. D. Chipman
language : en
Publisher:
Release Date : 1954
Tests Of Eccentrically Loaded Columns written by R. D. Chipman and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1954 with Columns categories.
Tests And Analysis Of Eccentrically Loaded Columns
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Author : R. E. Mason
language : en
Publisher:
Release Date : 1956
Tests And Analysis Of Eccentrically Loaded Columns written by R. E. Mason and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1956 with Columns categories.
Buckling Tests On Eccentrically Loaded Beam Columns
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Author : J. Cassens
language : en
Publisher:
Release Date : 1941
Buckling Tests On Eccentrically Loaded Beam Columns written by J. Cassens and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1941 with Columns categories.
Formulas are obtained for computing the buckling load of rods eccentrically loaded at each end, the computation being extended in particular to the inelastic range. The test results are graphically presented on three sets of curves. Two of these, at least for the elastic range, are independent of the material tested. The third set, which is independent of the material, possesses greater clearness and is therefore used for comparing the test results with the theoretical.
Inelastic Behavior In Tests Of Eccentrically Loaded Short Reinforced Concrete Columns
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Author : Eivind Hognestad (author)
language : en
Publisher:
Release Date : 1952
Inelastic Behavior In Tests Of Eccentrically Loaded Short Reinforced Concrete Columns written by Eivind Hognestad (author) and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1952 with Columns, Concrete categories.
Load Shortening Behavior Of An Initially Curved Eccentrically Loaded Column
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Author :
language : en
Publisher:
Release Date : 1989
Load Shortening Behavior Of An Initially Curved Eccentrically Loaded Column written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1989 with categories.
Inelastic Behavior In Tests Of Eccentrically Loaded Short Reinforced Concrete Columns
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Author : Eivind Hognestad
language : en
Publisher:
Release Date : 1952
Inelastic Behavior In Tests Of Eccentrically Loaded Short Reinforced Concrete Columns written by Eivind Hognestad and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1952 with Columns, Concrete categories.
Column Eccentricity
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Author : Cecil Napier Ross
language : en
Publisher:
Release Date : 1923
Column Eccentricity written by Cecil Napier Ross and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1923 with Columns categories.
"The author in this paper proposes to deduce the slenderness limit beyond which a high grade alloy steel column is no stronger than a mild steel column. Also to deduce the slenderness limit beyond which the strength depends on Young's Modulus in compression instead of the yield point in compression. Eccentric loading has been assumed in all cases. The materials considered are mild steel, nickel steel, duralumin and Australian hardwood. The author has carried out a series of tests on eccentrically loaded columns. The results are summarised in Appendix II." - p. 1.
Strength Analysis Of Eccentrically Loaded Columns
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Author : Francis Reynolds Shanley
language : en
Publisher:
Release Date : 1954
Strength Analysis Of Eccentrically Loaded Columns written by Francis Reynolds Shanley and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1954 with Columns categories.
Testing Of Concentric And Eccentrically Loaded Fibre Reinforced Hsc Columns
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Author : Mazen Zaina
language : en
Publisher:
Release Date : 2005
Testing Of Concentric And Eccentrically Loaded Fibre Reinforced Hsc Columns written by Mazen Zaina and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2005 with Columns, Concrete categories.
56 fiber-reinforced concrete columns were tested for the purpose of obtaining the pre- and post peak response and to study issues of strength and ductility. The columns were loaded either concentrically or eccentrically via various loading arrangements. 50 of the specimens contained 36 mm end-hooked steel fibers; 6 specimens were tested with polypropylene fibers. With increasing volumes of steel fibers, it was observed that ductility increased while no significant improvement in ductility was observed for the polypropylene fibers over that of conventionally reinforced columns.
Inelastic Design Of Load Carrying Members
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Author : G. A. Costello
language : en
Publisher:
Release Date : 1961
Inelastic Design Of Load Carrying Members written by G. A. Costello and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1961 with Columns, Iron and steel categories.
A theory was presented for constructing the load-deflection relation and for determining the collapse load of a column having any known end condition. A trial and error solution was required which used interaction curves and assumed that the inelastic column assumed the shape of a sine curve. For time independent inelastic deformamation, constant depth of yielding interaction curves were used. For time dependent (creep) inelastic deformation arc hyperbolic sine interaction curves were used. The experimental part of the investigation included tests of rectangular section columns made of 17-7PH stainless steel and tested at room temperature and at 972 F. Several slenderness ratios were considered, and the columns had end conditions which were either fixed, equal and opposite end eccentricities, or unequal end eccentricities. Good agreement was found between theory and experiment. (Author)