Reliability of Short Composite Beam‐Column Strength Interaction

Mirza, Sher Ali; Skrabek, B. W.

doi:10.1061/(asce)0733-9445(1991)117:8(2320)

Cited by 60 publications

(20 citation statements)

References 11 publications

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“…In the past, Morino, et al [6] , Mirza, et al [7] , Li, et al [8] and Lakshmi, et al [9] studied short steel reinforced concrete composite columns of normal and highstrength concrete subjected to axial load. Mirza, et al [10−11] , Wang [12] , Tsuda, et al [13] reported full-scale or slender composite columns under eccentrically applied axial loading.…”

Section: Introductionmentioning

confidence: 99%

Behavior of slender steel concrete composite columns in eccentric loading

Guo-fan

Zhang

Yong-he

2009

J. Shanghai Univ.(Engl. Ed.)

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Ten slender steel reinforced cencrete (SRC) composite columns are tested under eccentric loading conditions. Effects of concrete strength, slenderness of columns and eccentricity of the axial load are studied. The load-carrying capacity is reduced with increased slenderness ratio and eccentricity. Concrete strength has no obvious influence on eccentrically loaded columns. Then, a nonlinear numerical method of pin-ended slender columns is also presented. This method is applicable for determining the material failure load or buckling failure load of a slender steel reinforced concrete composite column. In this method both material and geometric nonlinearities are taken into account. The results of numerical analysis accord well with the test results. The test results are also compared with the results predicted by ACI318-05 and the China Specifications.

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Section: Introductionmentioning

confidence: 99%

Behavior of slender steel concrete composite columns in eccentric loading

Guo-fan

Zhang

Yong-he

2009

J. Shanghai Univ.(Engl. Ed.)

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“…Nowak and Szerszen [11] Mirza and MacGregor [9] Nowak and Szerszen [11] Chen et al [12] Mirza and Skrabek [13] Mirza and MacGregor [14] Mirza and MacGregor [14] Mirza and MacGregor [4] Tureyen and Frosch [10] Nowak and Szerszen [11] Mirza and MacGregor [9] Nowak and Szerszen [11] Chen et al [12] Mirza and Skrabek [13] Mirza and MacGregor [14] Mirza and MacGregor [14] Mirza and MacGregor [4] Tureyen and Frosch [10] …”

Section: V=vymentioning

confidence: 99%

“…According to Mirza and MacGregor [9], Nowak and Szerszen [11] and Chen et al [12] the statistics of f y in North America and in Taiwan are listed in Table 1. Mirza and Skrabek [13] represented the probability distribution of the modulus of elasticity of steel E s by a Normal distribution.…”

Section: Statistics Of Random Variablesmentioning

confidence: 99%

A Study on the Safety of Shear design of Reinforced Concrete Beams

Lin

2004

J. mech.

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The shear failure probabilities of reinforced concrete beams have been investigated by Monte Carlo technique. The shear strength provided by the concrete is based on the theoretical model developed by Tureyen and Frosch (2003). The random variables included in this study are the strength of concrete, the strength of reinforcing steel, the dimension of cross-section, the model error of theoretical shear strength provided by the concrete, and the loading. This study shows that based on the new material statistical data (2003) in North America, the shear failure probabilities are acceptable for beams designed using the ACI 318-02 Code. Based on the old material statistical data (1979) in North America the shear failure probabilities of beams designed using the ACI Code are relatively high. For the safety of shear design of reinforced concrete beams, the ACI 318-02 Code is better than the ACI 318-99 Code.

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“…In the following years, several studies proposed models considering nonlinearities and partial composite effects of materials [7-9, among others]. Mirza and Skrabek [10] proposed full composite action models, based on displacement interpolation functions with fibre discretization of the cross-section and uniaxial stress-strain relations of the constituent materials, for the analysis of composite columns under axial bending. Later on, El-Tawil et al [11] extended this model for members under biaxial bending.…”

Section: Introductionmentioning

confidence: 99%

Plastic-hinge approach for inelastic analysis of steel–concrete framed structures

Landesmann

2010

Journal of Constructional Steel Research

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Reliability of Short Composite Beam‐Column Strength Interaction

Cited by 60 publications

References 11 publications

Behavior of slender steel concrete composite columns in eccentric loading

Behavior of slender steel concrete composite columns in eccentric loading

A Study on the Safety of Shear design of Reinforced Concrete Beams

Plastic-hinge approach for inelastic analysis of steel–concrete framed structures

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