Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant...

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Transcript of Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant...

Page 1: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 2: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 3: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 4: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 5: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 6: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 7: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 8: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 9: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 10: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 11: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 12: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 13: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 14: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 15: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 16: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 17: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 18: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 19: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 20: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 21: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 22: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 23: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 24: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 25: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis
Page 26: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis

Rotational Spring Analogy for Buckling Analysis · configuration (Timoshenko & Gere, 1961; Bažant & Cedolin, 1991). With this approach, the structural deformations up to the point

Rotational Spring Analogy for Buckling Analysis · configuration (Timoshenko & Gere, 1961; Bažant & Cedolin, 1991). With this approach, the structural deformations up to the point

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-333.pdf · A simnle cross-sectional analysis is developed to study the moment-curvature ... technique.

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-333.pdf · A simnle cross-sectional analysis is developed to study the moment-curvature ... technique.

Fracture Analysis of Concrete Structural Components ... · Bazant [1976] and Bazant and Cedolin [1979] used a smeared crack model to model cracking in concrete. In this model, the

Fracture Analysis of Concrete Structural Components ... · Bazant [1976] and Bazant and Cedolin [1979] used a smeared crack model to model cracking in concrete. In this model, the

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-262.pdf · Timoshenko (1945), Timoshenko and Gere (1961) and Vlasov (1961) later developed an extensive theory on the flexural—torsional

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-262.pdf · Timoshenko (1945), Timoshenko and Gere (1961) and Vlasov (1961) later developed an extensive theory on the flexural—torsional

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-343.pdf · 1. INTRODUCTION Composite steel—concrete structural members arc now being used for a large

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-343.pdf · 1. INTRODUCTION Composite steel—concrete structural members arc now being used for a large

ABSTRACTS - icatsconf.org · ABSTRACTS E-ISBN: 978-605-67535-0-3. International Conference on Advanced Technology & Sciences ... ELIF DOGU, MICHELE CEDOLIN, Y ESRA ALBAYRAK EVALUATION

ABSTRACTS - icatsconf.org · ABSTRACTS E-ISBN: 978-605-67535-0-3. International Conference on Advanced Technology & Sciences ... ELIF DOGU, MICHELE CEDOLIN, Y ESRA ALBAYRAK EVALUATION

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-397.pdf · this limit being governed by the postbuckling rule so, and if the components are less slender

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-397.pdf · this limit being governed by the postbuckling rule so, and if the components are less slender

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-328.pdf · A semi—analytical finite strip method with clamped load edges is the method of analysis

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-328.pdf · A semi—analytical finite strip method with clamped load edges is the method of analysis

PUBLICATIONS OF ZDENEK P. BA ZANT · S7. Baˇzant, Z.P., L. Cedolin and P. Gambarova (1982), “Bruchmechanik von Stahlbeton” (Fracture mechanics of reinforced concrete), in Finite

PUBLICATIONS OF ZDENEK P. BA ZANT · S7. Baˇzant, Z.P., L. Cedolin and P. Gambarova (1982), “Bruchmechanik von Stahlbeton” (Fracture mechanics of reinforced concrete), in Finite

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-254.pdf · scienttñ studies from the school of civil engineering issn 0077-880x buckling of longitudinally stiffened

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-254.pdf · scienttñ studies from the school of civil engineering issn 0077-880x buckling of longitudinally stiffened

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-287.pdf · This provision is allowed in many design codes of practice. The main ... that collapse occurs

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-287.pdf · This provision is allowed in many design codes of practice. The main ... that collapse occurs

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-268.pdf · service load on a slender, eccentrically loaded composite column. Number of pages 31 . ... Based on an analytical study of

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-268.pdf · service load on a slender, eccentrically loaded composite column. Number of pages 31 . ... Based on an analytical study of

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-255.pdf · For braced slender columns, therefore, only the building is insignificant. second order moments

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-255.pdf · For braced slender columns, therefore, only the building is insignificant. second order moments

Two-scale study of concrete fracturing behavioranil-lab/others/lectures/CMCE/6-TwoScaleStudy... · G. Cusatis, L. Cedolin / Engineering Fracture Mechanics 74 (2007) 3–17 5 (Fig.

Two-scale study of concrete fracturing behavioranil-lab/others/lectures/CMCE/6-TwoScaleStudy... · G. Cusatis, L. Cedolin / Engineering Fracture Mechanics 74 (2007) 3–17 5 (Fig.

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-283.pdf · results. The finite strip method is used to calculate local buckling coefficients for the

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-283.pdf · results. The finite strip method is used to calculate local buckling coefficients for the

Column dampers with negative stiffness: high damping at ...silver.neep.wisc.edu/~lakes/AdvDamperSmallPre.pdf · Cedolin, 1991) . If the bar is constrained laterally, it may be stabilized

Column dampers with negative stiffness: high damping at ...silver.neep.wisc.edu/~lakes/AdvDamperSmallPre.pdf · Cedolin, 1991) . If the bar is constrained laterally, it may be stabilized

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-236.pdf · An experimental and analytical study of the effect of vehicle braking on dynamic loading of single span highway

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-236.pdf · An experimental and analytical study of the effect of vehicle braking on dynamic loading of single span highway

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-307.pdf · composite beams. A second series of long-term tests was undertaken on two-span continuous

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-307.pdf · composite beams. A second series of long-term tests was undertaken on two-span continuous

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-350.pdfdescribed by stability theory and is the governing factor in the elastic analysis of struts. Following the development

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-350.pdfdescribed by stability theory and is the governing factor in the elastic analysis of struts. Following the development

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-305.pdf · deploy the finite strip method for studies of postbuckling include Ueda et al [34]. However,

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-305.pdf · deploy the finite strip method for studies of postbuckling include Ueda et al [34]. However,