Hysteretic Behavior of Reinforced Concrete Columns Subjected to High Axial and Cyclic Shear Forces

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ISBN 13 :
Total Pages : 660 pages
Book Rating : 4.:/5 (34 download)

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Book Synopsis Hysteretic Behavior of Reinforced Concrete Columns Subjected to High Axial and Cyclic Shear Forces by : Stan W. Zagajeski

Download or read book Hysteretic Behavior of Reinforced Concrete Columns Subjected to High Axial and Cyclic Shear Forces written by Stan W. Zagajeski and published by . This book was released on 1978 with total page 660 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Experimental Study of Reinforced Concrete Columns Subjected to Multi-axial Cyclic Loading

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Publisher :
ISBN 13 :
Total Pages : 144 pages
Book Rating : 4.F/5 ( download)

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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:

Hysteretic Modeling of Shear-critical Reinforced Concrete Columns

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ISBN 13 :
Total Pages : 396 pages
Book Rating : 4.:/5 (212 download)

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Book Synopsis Hysteretic Modeling of Shear-critical Reinforced Concrete Columns by : Tanmoy Chowdhury

Download or read book Hysteretic Modeling of Shear-critical Reinforced Concrete Columns written by Tanmoy Chowdhury and published by . This book was released on 2007 with total page 396 pages. Available in PDF, EPUB and Kindle. Book excerpt: Abstract: Prior studies have shown that older reinforced concrete buildings designed before the introduction of the modern seismic code in the early 1970s are vulnerable to damage and collapse during an earthquake. In particular, building columns did not have the lateral strength or ductility to withstand the demands imposed by the effects of a severe earthquake ground motion, and were often the most critical components of such earthquake damage-prone structures. They were typically characterized by insufficient and poorly detailed transverse reinforcement, widely spaced stirrups and low longitudinal reinforcement ratios. The focus of this research is to develop a suitable hysteretic model that would predict the lateral deformation behavior of lightly reinforced or shear-critical columns subjected to seismic and gravity loads. Tests of reinforced concrete columns under lateral loads have shown that the total drift stems from deformations owing to flexure, reinforcement slip, and shear. The monotonic response is initially established for the separate components in order to serve as a primary backbone curve for the cyclic force-displacement relationships. Existing analytical and experimental research on lightly reinforced columns is examined. This information is used, and when required, modified to ultimately develop a suitable overall hysteretic model that would accurately predict the lateral response of this class of columns with a limited computational effort. Cyclic models are developed for each deformation component that incorporate the strength, stiffness, and energy dissipation characteristics of the structural members. The total hysteretic response was derived by coupling flexure, reinforcement slip, and shear responses as springs in series. 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. The proposed hysteretic model is calibrated against experimental results for correlation and verification studies. Overall, the model did a reasonable job of simulating the loaddeformation relationships of shear-critical columns. It provides a suitable platform to analyze older reinforced concrete buildings with a view to determining the amount of remediation necessary for satisfactory seismic performance.

NUREG/CR.

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Publisher :
ISBN 13 :
Total Pages : 108 pages
Book Rating : 4.:/5 (319 download)

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Book Synopsis NUREG/CR. by : U.S. Nuclear Regulatory Commission

Download or read book NUREG/CR. written by U.S. Nuclear Regulatory Commission and published by . This book was released on 1981 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Modeling of Inelastic Behavior of RC Structures Under Seismic Loads

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Publisher : ASCE Publications
ISBN 13 : 9780784474969
Total Pages : 636 pages
Book Rating : 4.4/5 (749 download)

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Book Synopsis Modeling of Inelastic Behavior of RC Structures Under Seismic Loads by : P. Benson Shing

Download or read book Modeling of Inelastic Behavior of RC Structures Under Seismic Loads written by P. Benson Shing and published by ASCE Publications. This book was released on 2001-01-01 with total page 636 pages. Available in PDF, EPUB and Kindle. Book excerpt: Proceedings of the U.S.?Japan Seminar on Post-Peak Behavior of Reinforced Concrete Structures Subjected to Seismic Loads: Recent Advances and Challenges on Analysis and Design, held in Tokyo and Lake Yamanaka, Japan, October 25-29, 1999. Sponsored by the National Science Foundation, U.S.A.; Japan Society for the Promotion of Science; Japan Concrete Institute. This collection presents the latest ideas and findings on the inelastic behavior of reinforced concrete (RC) structures from the analysis and design standpoints. These papers discuss state-of-the-art concrete material models and analysis methods that can be used to simulate and understand the inelastic behavior of RC structures, as well as design issues that can improve the seismic performance of these structures. Topics include modeling of concrete behavior; modeling of RC structures (finite element approach and macro-element approach); and experimental studies, analysis, and design issues.

Hysteretic Behavior of Lightweight Reinforced Concrete Beam-column Subassemblages

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Publisher :
ISBN 13 :
Total Pages : 124 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis Hysteretic Behavior of Lightweight Reinforced Concrete Beam-column Subassemblages by : Brian Forzani

Download or read book Hysteretic Behavior of Lightweight Reinforced Concrete Beam-column Subassemblages written by Brian Forzani and published by . This book was released on 1979 with total page 124 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Seismic Design and Retrofit of Bridges

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Publisher : John Wiley & Sons
ISBN 13 : 9780471579984
Total Pages : 704 pages
Book Rating : 4.5/5 (799 download)

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Book Synopsis Seismic Design and Retrofit of Bridges by : M. J. N. Priestley

Download or read book Seismic Design and Retrofit of Bridges written by M. J. N. Priestley and published by John Wiley & Sons. This book was released on 1996-04-12 with total page 704 pages. Available in PDF, EPUB and Kindle. Book excerpt: Because of their structural simplicity, bridges tend to beparticularly vulnerable to damage and even collapse when subjectedto earthquakes or other forms of seismic activity. Recentearthquakes, such as the ones in Kobe, Japan, and Oakland,California, have led to a heightened awareness of seismic risk andhave revolutionized bridge design and retrofit philosophies. In Seismic Design and Retrofit of Bridges, three of the world's topauthorities on the subject have collaborated to produce the mostexhaustive reference on seismic bridge design currently available.Following a detailed examination of the seismic effects of actualearthquakes on local area bridges, the authors demonstrate designstrategies that will make these and similar structures optimallyresistant to the damaging effects of future seismicdisturbances. Relying heavily on worldwide research associated with recentquakes, Seismic Design and Retrofit of Bridges begins with anin-depth treatment of seismic design philosophy as it applies tobridges. The authors then describe the various geotechnicalconsiderations specific to bridge design, such as soil-structureinteraction and traveling wave effects. Subsequent chapters coverconceptual and actual design of various bridge superstructures, andmodeling and analysis of these structures. As the basis for their design strategies, the authors' focus is onthe widely accepted capacity design approach, in which particularlyvulnerable locations of potentially inelastic flexural deformationare identified and strengthened to accommodate a greater degree ofstress. The text illustrates how accurate application of thecapacity design philosophy to the design of new bridges results instructures that can be expected to survive most earthquakes withonly minor, repairable damage. Because the majority of today's bridges were built before thecapacity design approach was understood, the authors also devoteseveral chapters to the seismic assessment of existing bridges,with the aim of designing and implementing retrofit measures toprotect them against the damaging effects of future earthquakes.These retrofitting techniques, though not considered appropriate inthe design of new bridges, are given considerable emphasis, sincethey currently offer the best solution for the preservation ofthese vital and often historically valued thoroughfares. Practical and applications-oriented, Seismic Design and Retrofit ofBridges is enhanced with over 300 photos and line drawings toillustrate key concepts and detailed design procedures. As the onlytext currently available on the vital topic of seismic bridgedesign, it provides an indispensable reference for civil,structural, and geotechnical engineers, as well as students inrelated engineering courses. A state-of-the-art text on earthquake-proof design and retrofit ofbridges Seismic Design and Retrofit of Bridges fills the urgent need for acomprehensive and up-to-date text on seismic-ally resistant bridgedesign. The authors, all recognized leaders in the field,systematically cover all aspects of bridge design related toseismic resistance for both new and existing bridges. * A complete overview of current design philosophy for bridges,with related seismic and geotechnical considerations * Coverage of conceptual design constraints and their relationshipto current design alternatives * Modeling and analysis of bridge structures * An exhaustive look at common building materials and theirresponse to seismic activity * A hands-on approach to the capacity design process * Use of isolation and dissipation devices in bridge design * Important coverage of seismic assessment and retrofit design ofexisting bridges

Behavior of reinforced concrete columns subjected to cyclic axial and lateral load reversals

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Publisher :
ISBN 13 :
Total Pages : 814 pages
Book Rating : 4.:/5 (2 download)

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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:

Advances in Structural Vibration

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Publisher : Springer Nature
ISBN 13 : 9811558620
Total Pages : 580 pages
Book Rating : 4.8/5 (115 download)

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Book Synopsis Advances in Structural Vibration by : Subashisa Dutta

Download or read book Advances in Structural Vibration written by Subashisa Dutta and published by Springer Nature. This book was released on 2020-10-11 with total page 580 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book consists of selected and peer-reviewed papers presented at the 13th International Conference on Vibration Problems (ICOVP 2017). The topics covered in this book include different structural vibration problems such as dynamics and stability under normal and seismic loading, and wave propagation. The book also discusses different materials such as composite, piezoelectric, and functionally graded materials for improving the stiffness and damping properties of structures. The contents of this book can be useful for beginners, researchers and professionals interested in structural vibration and other allied fields.

Scientific and Technical Aerospace Reports

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ISBN 13 :
Total Pages : 1278 pages
Book Rating : 4.:/5 (31 download)

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Book Synopsis Scientific and Technical Aerospace Reports by :

Download or read book Scientific and Technical Aerospace Reports written by and published by . This book was released on 1984 with total page 1278 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Mathematical Modelling of Hysteresis Loops for Reinforced Concrete Columns

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Publisher :
ISBN 13 :
Total Pages : 100 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis Mathematical Modelling of Hysteresis Loops for Reinforced Concrete Columns by : Shinsuke Nakata

Download or read book Mathematical Modelling of Hysteresis Loops for Reinforced Concrete Columns written by Shinsuke Nakata and published by . This book was released on 1978 with total page 100 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Normal-strength and High-strength Concrete Columns Under Cyclic Axial Load and Biaxial Moment

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Publisher :
ISBN 13 :
Total Pages : 151 pages
Book Rating : 4.:/5 (954 download)

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Book Synopsis Normal-strength and High-strength Concrete Columns Under Cyclic Axial Load and Biaxial Moment by : Mehdi Zarei

Download or read book Normal-strength and High-strength Concrete Columns Under Cyclic Axial Load and Biaxial Moment written by Mehdi Zarei and published by . This book was released on 2016 with total page 151 pages. Available in PDF, EPUB and Kindle. Book excerpt: The technique of using Carbon Fiber Reinforced Polymer (CFRP) materials to repair and strengthen various concrete members has become popular in the structural retrofitting field as an effective way to enhance the strength and ductility of concrete members due to its superior mechanical properties. In this study a method was introduced to study the behavior of concrete columns with and without CFRP jackets under constant axial load and variable lateral load. The lateral load was applied monotonically and cyclically. To predict the behavior of concrete columns under monotonic and cyclic compressive loadings, a computer code was developed to produce the moment-curvature diagram for concrete sections. The moment-curvature diagram was then input in SAP2000 to study the behavior of reinforced concrete columns. The result of this analysis was found to correlate with experimental data well. The behavior of high-strength concrete (HSC) columns having various properties and subjected to a variety of loading conditions has been the topic of considerable investigation. Of particular significance in this area is the behavior of HSC columns under cyclic compressive load with bidirectional eccentricity. For the experimental investigation, tests of six square slender HSC columns were conducted under stroke control to achieve both ascending and descending branches of the load-deformation curves. Analysis of HSC columns subjected to cyclic axial compression with bidirectional eccentricity was approached from the standpoint of a three-dimensional problem. A computer program based on the extended finite segment method and accounting for geometrical nonlinearity has been proposed here to predict the load-deflection curves of HSC columns under cyclical loading. The HSC stress-strain relationship obtained by parametric study and experimental investigation into the behavior of concrete under cyclical load history has been incorporated into the numerical procedure. The presented computer analysis results have been compared with the experimental data, and a satisfactory agreement was attained for both the ascending and descending branches of the load-deformation curves.

Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 : 2883940231
Total Pages : 384 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response by : FIB – International Federation for Structural Concrete

Download or read book Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1994-05-01 with total page 384 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints

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Publisher :
ISBN 13 :
Total Pages : 212 pages
Book Rating : 4.F/5 ( download)

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Book Synopsis Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints by : Filip C. Filippou

Download or read book Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints written by Filip C. Filippou and published by . This book was released on 1983 with total page 212 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Advances in Steel Structures (ICASS '99)

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Publisher : Elsevier
ISBN 13 : 0080526489
Total Pages : 669 pages
Book Rating : 4.0/5 (85 download)

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Book Synopsis Advances in Steel Structures (ICASS '99) by : Siu-Lai Chan

Download or read book Advances in Steel Structures (ICASS '99) written by Siu-Lai Chan and published by Elsevier. This book was released on 1999-12-01 with total page 669 pages. Available in PDF, EPUB and Kindle. Book excerpt: These two volumes of proceedings contain 9 invited keynote papers and 126 contributed papers to be presented at the Second International Conference on Advances in Steel Structures held on 15-17 December 1999 in Hong Kong. The conference is a sequel to the International Conference on Advances in Steel Structures held in Hong Kong in December 1996. The conference will provide a forum for discussion and dissemination by researchers and designers of recent advances in the analysis, behaviour, design and construction of steel structures. The papers to be presented at the conference cover a wide spectrum of topics and were contributed from over 15 countries around the world. They report the current state-of-the art and point to future directions of structural steel research.

High Tech Concrete: Where Technology and Engineering Meet

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Publisher : Springer
ISBN 13 : 3319594710
Total Pages : 2926 pages
Book Rating : 4.3/5 (195 download)

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Book Synopsis High Tech Concrete: Where Technology and Engineering Meet by : D.A. Hordijk

Download or read book High Tech Concrete: Where Technology and Engineering Meet written by D.A. Hordijk and published by Springer. This book was released on 2017-06-08 with total page 2926 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book contains the proceedings of the fib Symposium “High Tech Concrete: Where Technology and Engineering Meet”, that was held in Maastricht, The Netherlands, in June 2017. This annual symposium was organised by the Dutch Concrete Association and the Belgian Concrete Association. Topics addressed include: materials technology, modelling, testing and design, special loadings, safety, reliability and codes, existing concrete structures, durability and life time, sustainability, innovative building concepts, challenging projects and historic concrete, amongst others. The fib (International Federation for Structural Concrete) is a not-for-profit association committed to advancing the technical, economic, aesthetic and environmental performance of concrete structures worldwide.

Response of reinforced concrete critical regions under large amplitude reversed actions

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 306 pages
Book Rating : 4./5 ( download)

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Book Synopsis Response of reinforced concrete critical regions under large amplitude reversed actions by : FIB – International Federation for Structural Concrete

Download or read book Response of reinforced concrete critical regions under large amplitude reversed actions written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1983-08-01 with total page 306 pages. Available in PDF, EPUB and Kindle. Book excerpt: