Results 211 to 220 of about 6,378 (259)

Effect of hybrid fibre reinforcement and rubber aggregates on the flexural performance of reinforced concrete beams. [PDF]

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Karthikeyan R, Anuradha B, Deepa K.
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Rehabilitation of Reinforced Concrete Frames with Reinforced Concrete Infills

ACI Structural Journal, 2004
The behavior of reinforced concrete (RC) infilled frames was investigated as a rehabilitation alternative for moderately damaged RC buildings. Five test specimens were constructed and tested. Each specimen, which consisted of two (twin) 1/3-scale, one-bay, two-story frames having the deficiencies commonly observed in residential buildings in Turkey ...
Ersoy, Ugur, Özcebe, Güney, Sonuvar, Musa Onur   +2 more
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Rehabilitation of Reinforce Concrete Frames with Reinforced Concrete Infills

Key Engineering Materials, 2006
The purpose of this study is to understand the fundamental resistance mechanism and the shear strength of the frame with the reinforced concrete infill wall by comparing analytical with experimental results. For this, one-story and one-bay four specimens were manufactured with variables; Lightly Reinforced Concrete Frame (LRCF), monolith placing Shear ...
Chang Sik Choi, Hye Yeon Lee
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Nonlinear analysis of reinforced concrete frames

Computers & Structures, 1981
Abstract A computer analysis is described for the elastic-perfectly plastic analysis of reinforced concrete planar frames. This computer program requires less computer time and memory space and is intended as practical analysis and design uses. The computer program is capable of complete analysis of reinforced concrete frames from zero load until ...
Hsu, Cheng-Tzu Thomas, Mirza, M. Saeed, Sea, C. S. Sunny   +2 more
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Hysteretic Response of Reinforced‐Concrete Infilled Frames

Journal of Structural Engineering, 1992
Strengthening of framed reinforced concrete structures by cast‐in‐place reinforced concrete infills is commonly used in practice. The objective of this study is to investigate the behavior of such infilled frames under seismic loads. For this purpose, 14 two‐story, one‐bay infilled frames are tested under reversed cyclic loading simulating seismic ...
ERSOY, U, ALTIN, S, TANKUT, T
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Behavior of reinforced concrete frames with reinforced concrete partial infills

ACI Structural Journal, 2006
The purpose of this research is to investigate the behavior of non-ductile reinforced concrete (RC) frames strengthened by introducing partial infills under cyclic lateral loading. Seven one-bay, two-story, 1/3-scale test specimens were constructed and tested. The test frames had deficiencies commonly observed in residential RC buildings in Turkey. The
Kara, Mehmet Emin, Altin, SİNAN
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Optimization of Reinforced Concrete Frames

Journal of Structural Engineering, 1997
The optimization of three-dimensional (3D) reinforced concrete frames is discussed. The validity of the assumption that optimum concrete-section dimensions are insensitive to the number, diameter, and longitudinal distribution (topology) of reinforcing bars is examined.
Richard J. Balling, Xiaoping Yao
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Performance assessment for a reinforced concrete frame building

Earthquake Spectra, 2000
This paper evaluates the performance of a seven‐story reinforced concrete frame building that was severely damaged during the 1994 Northridge, California, earthquake. The building was designed and constructed in the 1960s and contains details that are typical of that construction era in the western United States.
JoAnn Browning, Y. Roger Li, Abraham Lynn, Jack P. Moehle   +3 more
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Nonlinear Model for Plane Reinforced Concrete Frames

Civil-Comp Proceedings, 2009
A nonlinear finite element model is proposed in order to analyse reinforced concrete frames. The finite element adopted is constituted by an elastic beam, having axial and flexural stiffness, connected to nodes by means of two potential generalised plastic hinges, having rigid-perfectly plastic behaviour. Activation of plastic hinges occurs as internal
CERIONI, Roberto, BRIGHENTI, Roberto, SPAGNOLI, Andrea   +2 more
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Seismic Damage in Reinforced Concrete Frames

Journal of the Structural Division, 1981
Seismic damage in reinforced concrete frames is predicted by analytical methods. Analytical models are developed which can reproduce the behavior of reinforced concrete members under cyclic loads. Accuracy of the analytical models is checked by considering a set of quasi-static cyclic load tests, and the models are found to be sufficiently accurate ...
Hooshang Banon, John M. Biggs, H. Max Irvine   +2 more
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