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Research on Seismic and Self-Centering Performance of SMAF-ECC Prefabricated Self-Centering Frame Joints Based on Finite Element Simulation. [PDF]
Cao Y, Wu Q, Yang Z.
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Compressive deformability and flexural fracture energy of high-strength concrete with bamboo fibers. [PDF]
Kaźmierowski M +3 more
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Promoting structural sustainable design through the influence of quality control assessments. [PDF]
Lux T +5 more
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Influence of Thermally Activated Crimped NiTi SMA Fibers on the Pure Shear Performance of Z-Shaped Mortar Specimens. [PDF]
Choi E, Makhmudov J, Jeon JS.
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Steel Reinforced Concrete Column
A steel reinforced concrete column for a high rise building in accordance with the invention comprises a plurality of hot-rolled steel sections extending longitudinally through the concrete column, wherein each of these steel sections has an outward flange with an outer surface turned outwards in the concrete column, an opposite inward flange with an ...
Bogdan, Teodora +13 more
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Confining Reinforcement for Concrete Columns
Journal of Structural Engineering, 1994Previously derived stress-strain relationships for compressed concrete confined by various quantities and arrangements of transverse reinforcement are used in cyclic moment-curvature analyses of a range of reinforced concrete columns to derive design charge.
S. Watson, F. A. Zahn, R. Park
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Transactions of the American Society of Civil Engineers, 1923
The purpose of this paper is primarily to determine, by scientific methods, values of safe working stresses for the several types of reinforced concrete columns, and to indicate those excessive and...
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The purpose of this paper is primarily to determine, by scientific methods, values of safe working stresses for the several types of reinforced concrete columns, and to indicate those excessive and...
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Probabilistic analysis of reinforced concrete columns
Advances in Engineering Software, 2001zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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Reinforcement Slip in Reinforced Concrete Columns
ACI Structural Journal, 2008Reinforcement slip in footings and beam-column joint regions can make a significant contribution to the total lateral displacement of a reinforced concrete structure. In this paper, a model for the prediction of lateral deformation of a column due to reinforcement slip in the anchorage zone is presented.
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