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Behaviour Of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals 1 Pilot Test
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Book Synopsis Behaviour of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals - (1) Pilot Test by : Shunsuke Otani
Download or read book Behaviour of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals - (1) Pilot Test written by Shunsuke Otani and published by . This book was released on 1978 with total page 126 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals-(II) Test Without Axial Loads by : Shunsuke Otani
Download or read book Behaviour of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals-(II) Test Without Axial Loads written by Shunsuke Otani and published by . This book was released on 1981 with total page 127 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals by : S. Otani
Download or read book Behavior of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals written by S. Otani and published by . This book was released on 1982 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals by : S. Otani
Download or read book Behavior of Reinforced Concrete Columns Under Biaxial Lateral Load Reversals written by S. Otani and published by . This book was released on 1982 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of reinforced concrete columns subjected to cyclic axial and lateral load reversals by : Leo Edward Linbeck
Download or read book Behavior of reinforced concrete columns subjected to cyclic axial and lateral load reversals written by Leo Edward Linbeck and published by . This book was released on 1987 with total page 814 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour of Reinforced Concrete Columns Subjected to Load Reversals by : Ben C.K. Lee
Download or read book Behaviour of Reinforced Concrete Columns Subjected to Load Reversals written by Ben C.K. Lee and published by . This book was released on 1984 with total page 406 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :International Association for Earthquake Engineering Publisher : ISBN 13 :9784895800105 Total Pages :1208 pages Book Rating :4.8/5 (1 download)
Book Synopsis Proceedings by : International Association for Earthquake Engineering
Download or read book Proceedings written by International Association for Earthquake Engineering and published by . This book was released on 1989 with total page 1208 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Report written by and published by . This book was released on 1988 with total page 568 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Experimental Study of Reinforced Concrete Columns Subjected to Multi-axial Cyclic Loading by : Stanley S. Low
Download or read book Experimental Study of Reinforced Concrete Columns Subjected to Multi-axial Cyclic Loading written by Stanley S. Low and published by . This book was released on 1987 with total page 144 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Earthquake Engineering Research at Berkeley, 1988 by :
Download or read book Earthquake Engineering Research at Berkeley, 1988 written by and published by . This book was released on 1988 with total page 212 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behaviour of Reinforced Concrete Columns Under Lateral Loads Due to Earthquakes by : Morteza Zahedi
Download or read book The Behaviour of Reinforced Concrete Columns Under Lateral Loads Due to Earthquakes written by Morteza Zahedi and published by . This book was released on 1972 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour of Reinforced Concrete Columns Under Simulated Biaxial Earthquake Loads by : Victor Wai-To Cheung
Download or read book Behaviour of Reinforced Concrete Columns Under Simulated Biaxial Earthquake Loads written by Victor Wai-To Cheung and published by . This book was released on 1979 with total page 372 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Canadiana written by and published by . This book was released on 1981 with total page 558 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour of Reinforced Concrete Columns Under Biaxial Earthquake Motions by : Chung S. Tang
Download or read book Behaviour of Reinforced Concrete Columns Under Biaxial Earthquake Motions written by Chung S. Tang and published by . This book was released on 1977 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Channel-shaped Reinforced Concrete Columns Under Combined Biaxial Bending and Compression by : Dureseti Chidambarrao
Download or read book Behavior of Channel-shaped Reinforced Concrete Columns Under Combined Biaxial Bending and Compression written by Dureseti Chidambarrao and published by . This book was released on 1983 with total page 216 pages. Available in PDF, EPUB and Kindle. Book excerpt: He inelastic behavior of irregular shaped reinforced concrete columns has been a constant concern for a structural engineer, to design a safe and economic structure in modern buildings and bridge piers. The shape of the elements in a reinforced concrete structure may be used to optimize its structural strength, to make better use of the available space, to improve the aesthetic appearance of the structure, or to facilitate construction. Due to the locations of the columns, the shapes of the buildings and the nature of the applied loads, many columns are subject to combined biaxial bending and axial load. Seven 1/4 scale direct models of the short, tied columns with channel-shaped cross sections were constructed for the present investigation. All the specimens were tested and studied for their complete strength and deformation behavior under combined biaxial bending moments and axial compression, and were used to examine some of the variables involved such as relative eccentricities and loading variations. The end conditions are assumed to be pinned-ended. The experimental load-strain and biaxial moment-curvature curves have been compared with the analytical results of the strength and deformation for biaxially loaded channel-shaped column members, and a satisfactory agreement was obtained from zero up to the ultimate load condition. The above inelastic behavior of channel-shaped reinforced concrete columns has formed the basis of the redistribution of the moments and forces in a statically indeterminate structure, and these characteristics can also be found useful for the limit analysis and design of reinforced concrete structures.
Book Synopsis Behaviour of Slender Reinforced Concrete Columns Subjected to Longitudinal Load and Biaxial Bending by : A. Farah
Download or read book Behaviour of Slender Reinforced Concrete Columns Subjected to Longitudinal Load and Biaxial Bending written by A. Farah and published by . This book was released on 1967 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Modeling the Behavior of Lightly Reinforced Concrete Columns Subjected to Lateral Loads by : Eric John Setzler
Download or read book Modeling the Behavior of Lightly Reinforced Concrete Columns Subjected to Lateral Loads written by Eric John Setzler and published by . This book was released on 2005 with total page 404 pages. Available in PDF, EPUB and Kindle. Book excerpt: Abstract: Prior studies have shown that many reinforced concrete buildings located in seismically active regions do not have the necessary lateral strength and ductility to perform adequately in earthquakes. In particular, it has been noted that reinforced concrete columns with poor transverse reinforcement are susceptible to shear failure and loss of axial capacity under cyclic lateral loads. The research reported here is focused on modeling the lateral deformation behavior of lightly reinforced concrete columns subjected to lateral loads. Lateral deformations in a column are comprised of three parts: flexural, reinforcement slip, and shear deformations. The monotonic response for each of these deformations was modeled separately. Flexural deformations were modeled using moment-curvature analysis and a plastic hinge model. A review of existing models for reinforcement slip was completed, and an existing model was modified based on experimental data and a parametric study. A comparison of models showed that the proposed slip model performs well in terms of accuracy and efficiency. A shear model was adopted from a previous study, and combined with an available computer program to predict shear behavior in this study. These three component models were found to predict the lateral response envelopes acceptably well for several sets of experimental data. A model for the overall lateral force-deformation relationship of reinforced concrete columns was created by combining the effects of each of the component models. The behavior of a column is classified into one of five categories based on a comparison of the shear, yield, and flexural strengths. The expected behavior in each category determines rules that govern the combination of the deformation components. For columns that are susceptible to shear failure after the onset of flexural failure, the response envelope is modified based on an available shear capacity model. An axial capacity model is also employed for the prediction of ultimate deformations. The proposed model was compared with experimental data from 37 column tests by various researchers. It was found that the classification system employed in the model was successful in representing column behavior. Overall, the model did a reasonable job of predicting the lateral response envelope for the columns in the test database. The model predicted the peak lateral strength well, and successfully represented the onset of shear failure in columns initially failing in flexure.
