The Behaviour Of Reinforced Concrete Subjected To Reversed Cyclic Shear
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The Behaviour Of Reinforced Concrete Subjected To Reversed Cyclic Shear
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Author : David Michael Volpe Ruggiero
language : en
Publisher:
Release Date : 2015
The Behaviour Of Reinforced Concrete Subjected To Reversed Cyclic Shear written by David Michael Volpe Ruggiero and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015 with categories.
Behaviour And Analysis Of Reinforced Concrete Walls Subjected To Reversed Cyclic Loading Microform
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Author : Daniel Palermo
language : en
Publisher: National Library of Canada = Bibliothèque nationale du Canada
Release Date : 2002
Behaviour And Analysis Of Reinforced Concrete Walls Subjected To Reversed Cyclic Loading Microform written by Daniel Palermo and has been published by National Library of Canada = Bibliothèque nationale du Canada this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with categories.
Behaviour And Analysis Of Steel And Macro Synthetic Fibre Reinforced Concrete Subjected To Reversed Cyclic Loading
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Author : David Joseph Carnovale
language : en
Publisher:
Release Date : 2013
Behaviour And Analysis Of Steel And Macro Synthetic Fibre Reinforced Concrete Subjected To Reversed Cyclic Loading written by David Joseph Carnovale and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013 with categories.
Behaviour Of Self Consolidating Steel Fiber Reinforced Concrete Beams Under Reversed Cyclic Loading
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Author : Nima Aghniaey
language : en
Publisher:
Release Date : 2013
Behaviour Of Self Consolidating Steel Fiber Reinforced Concrete Beams Under Reversed Cyclic Loading written by Nima Aghniaey and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013 with categories.
Strength And Behavior Of Reinforced Concrete Slab Column Connections Subjected To Static And Dynamic Loadings
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Author : Marvin E. Criswell
language : en
Publisher:
Release Date : 1970
Strength And Behavior Of Reinforced Concrete Slab Column Connections Subjected To Static And Dynamic Loadings written by Marvin E. Criswell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Columns, Concrete categories.
The objectives of this investigation were to study the strength and behavior of slowly (statically) loaded reinforced concrete slab-column connections and to determine the effect of rapid (dynamic) loading on the strength and behavior by comparison with the static test results. Nineteen full-scale models of a connection and adjoining slab area, consisting of a simply supported slab 84 or 94 inches square and 6-1/2 inches thick loaded concentrically on a 10- or 20-inch-square stub column at the center of the slab, were tested. The main variables were the amounts of reinforcement in the slab (p = 0.75 and 1.50 percent), the column size, and the loading speed. Eight specimens were loaded to failure statically, two were subjected to a very rapidly applied load of short duration, and nine were loaded to failure by a rapidly applied load with a rise time chosen to represent the conditions in a blast-loaded structure. The static test results are compared with 12 shear strength prediction methods. Differences between the mechanism of shear failure in slabs and beams are examined. (Author).
Modeling Of Inelastic Behavior Of Rc Structures Under Seismic Loads
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Author : P. Benson Shing
language : en
Publisher: ASCE Publications
Release Date : 2001-01-01
Modeling Of Inelastic Behavior Of Rc Structures Under Seismic Loads written by P. Benson Shing and has been published by ASCE Publications this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001-01-01 with Technology & Engineering categories.
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.
Seismic Assessment And Retrofit Of Reinforced Concrete Buildings
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Author : fib Fédération internationale du béton
language : en
Publisher: fib Fédération internationale du béton
Release Date : 2003-08-01
Seismic Assessment And Retrofit Of Reinforced Concrete Buildings written by fib Fédération internationale du béton and has been published by fib Fédération internationale du béton this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003-08-01 with Technology & Engineering categories.
In most parts of the developed world, the building stock and the civil infrastructure are ageing and in constant need of maintenance, repair and upgrading. Moreover, in the light of our current knowledge and of modern codes, the majority of buildings stock and other types of structures in many parts of the world are substandard and deficient. This is especially so in earthquake-prone regions, as, even there, seismic design of structures is relatively recent. In those regions the major part of the seismic threat to human life and property comes from old buildings. Due to the infrastructure's increasing decay, frequently combined with the need for structural upgrading to meet more stringent design requirements (especially against seismic loads), structural retrofitting is becoming more and more important and receives today considerable emphasis throughout the world. In response to this need, a major part of the fib Model Code 2005, currently under development, is being devoted to structural conservation and maintenance. More importantly, in recognition of the importance of the seismic threat arising from existing substandard buildings, the first standards for structural upgrading to be promoted by the international engineering community and by regulatory authorities alike are for seismic rehabilitation of buildings. This is the case, for example, of Part 3: Strengthening and Repair of Buildings of Eurocode 8 (i. e. of the draft European Standard for earthquake-resistant design), and which is the only one among the current (2003) set of 58 Eurocodes attempting to address the problem of structural upgrading. It is also the case of the recent (2001) ASCE draft standard on Seismic evaluation of existing buildings and of the 1996 Law for promotion of seismic strengthening of existing reinforced concrete structures in Japan. As noted in Chapter 1 of this Bulletin, fib - as CEB and FIP did before - has placed considerable emphasis on assessment and rehabilitation of existing structures. The present Bulletin is a culmination of this effort in the special but very important field of seismic assessment and rehabilitation. It has been elaborated over a period of 4 years by Task Group 7.1 Assessment and retrofit of existing structures of fib Commission 7 Seismic design, a truly international team of experts, representing the expertise and experience of all the important seismic regions of the world. In the course of its work the team had six plenary two-day meetings: in January 1999 in Pavia, Italy; in August 1999 in Raleigh, North Carolina; in February 2000 in Queenstown, New Zealand; in July 2000 in Patras, Greece; in March 2001 in Lausanne, Switzerland; and in August 2001 in Seattle, Washington. In October 2002 the final draft of the Bulletin was presented to public during the 1st fib Congress in Osaka. It was also there that it was approved by fib Commission 7 Seismic Design. The contents is structured into main chapters as follows: 1 Introduction - 2 Performance objectives and system considerations - 3 Review of seismic assessment procedures - 4 Strength and deformation capacity of non-seismically detailed components - 5 Seismic retrofitting techniques - 6 Probabilistic concepts and methods - 7 Case studies
10th Phd Symposium In Quebec Canada
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Author : FIB – International Federation for Structural Concrete
language : en
Publisher: FIB - Féd. Int. du Béton
Release Date : 2014-07-01
10th Phd Symposium In Quebec Canada written by FIB – International Federation for Structural Concrete and has been published by FIB - Féd. Int. du Béton this book supported file pdf, txt, epub, kindle and other format this book has been release on 2014-07-01 with Technology & Engineering categories.
Seismic Design Of Reinforced Concrete Structures For Controlled Inelastic Response
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Author : Comité euro-international du béton
language : en
Publisher: Thomas Telford
Release Date : 1998
Seismic Design Of Reinforced Concrete Structures For Controlled Inelastic Response written by Comité euro-international du béton and has been published by Thomas Telford this book supported file pdf, txt, epub, kindle and other format this book has been release on 1998 with Technology & Engineering categories.
This detailed guide is designed to enable the reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by the codes.
A Theory For The Shear Behaviour Of Cracks Providing A Basis For The Assessment Of Cracked Reinforced Concrete Structures
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Author : Paolo Martino Calvi
language : en
Publisher:
Release Date : 2015
A Theory For The Shear Behaviour Of Cracks Providing A Basis For The Assessment Of Cracked Reinforced Concrete Structures written by Paolo Martino Calvi and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015 with categories.
A rational crack behaviour model capable of predicting and assessing the response of cracks in reinforced concrete (RC) elements subjected to complex stress states is presented. The model, referred to as Pure Mechanics Crack Model (PMCM), is formulated and developed in terms of first principles, namely equilibrium, compatibility and stress strain relationships and employs few empirical parameters. Instrumental in the development of the analytical model were the data collected from an extensive experimental campaign conducted as part of the research work. Eighteen pre-cracked RC panel elements were tested under combinations of cyclic or reversed cyclic shear and tension with the objective of investigating the shear behaviour of cracks in reinforced concrete elements. The data from the testing program were used to develop and verify the PMCM, and to extend the database available from the literature which is currently limited to pure shear tests. The results provided information regarding the mechanics involved in the shear response of cracks and demonstrated that rational models of such systems can be achieved. Relying on the experimental findings and building on the framework of the PMCM, a preliminary procedure for assessing the state of health and determining the reserve capacity of damaged RC structures was also developed. The analytical model, named the "Assessment of Cracked Reinforced Concrete" (ACRC) Model, is formulated in terms of global and local compatibility, equilibrium equations and employs appropriate constitutive relationships to link stress and strains when necessary. The input parameters for the ACRC Model are crack width, crack slip and crack orientation which can all be obtained from field measurements. The ACRC model allows a user to estimate the global stress and strain state of a cracked RC element, providing an estimate of its reserve capacity and potentially leading to a revised estimate of its ultimate strength.