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The Stress Strain Behavior Of Concrete Subjected To Previously Sustained Load
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Book Synopsis The Stress-strain Behavior of Concrete Subjected to Previously Sustained Load by : Anant Y. Dabholkar
Download or read book The Stress-strain Behavior of Concrete Subjected to Previously Sustained Load written by Anant Y. Dabholkar and published by . This book was released on 1977 with total page 89 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of a High-strength Concrete Subjected to Cyclic Overload by : Wei-Bong Hsiang
Download or read book Behavior of a High-strength Concrete Subjected to Cyclic Overload written by Wei-Bong Hsiang and published by . This book was released on 1986 with total page 734 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behavior of Concrete in Flexure Under Varying Repeated Loads by : Hubert K. Hilsdorf
Download or read book The Behavior of Concrete in Flexure Under Varying Repeated Loads written by Hubert K. Hilsdorf and published by . This book was released on 1960 with total page 162 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Time-Dependent Behaviour of Concrete Structures by : Raymond Ian Gilbert
Download or read book Time-Dependent Behaviour of Concrete Structures written by Raymond Ian Gilbert and published by CRC Press. This book was released on 2010-09-21 with total page 447 pages. Available in PDF, EPUB and Kindle. Book excerpt: Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in codes of practice are relatively crude and, in some situations, unreliable and do not adequately model the in-service behaviour of structures. In particular, they fail to adequately account for the effects of creep and shrinkage of the concrete. Design for serviceability is complicated by the non-linear and inelastic behaviour of concrete at service loads. Providing detailed information, this book helps engineers to rationally predict the time-varying deformation of concrete structures under typical in-service conditions. It gives analytical methods to help anticipate time-dependent cracking, the gradual change in tension stiffening with time, creep induced deformations and the load independent strains caused by shrinkage and temperature changes. The calculation procedures are illustrated with many worked examples. A vital guide for practising engineers and advanced students of structural engineering on the design of concrete structures for serviceability and provides a penetrating insight into the time-dependent behaviour of reinforced and prestressed concrete structures.
Book Synopsis Stress-strain Behavior of High-strength Concrete Rectilinearly Confined and Subjected to Short-term Monotonic Concentric Loading by : Malakah Gamal Nour
Download or read book Stress-strain Behavior of High-strength Concrete Rectilinearly Confined and Subjected to Short-term Monotonic Concentric Loading written by Malakah Gamal Nour and published by . This book was released on 1987 with total page 314 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behavior of Plain Concrete Subject to Biaxial Stress by : Mohammed Ebrahim Tasuji
Download or read book The Behavior of Plain Concrete Subject to Biaxial Stress written by Mohammed Ebrahim Tasuji and published by . This book was released on 1976 with total page 252 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Dynamic Behavior of Concrete Structures by : Y.L. Mo
Download or read book Dynamic Behavior of Concrete Structures written by Y.L. Mo and published by Elsevier. This book was released on 2013-10-22 with total page 424 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is concerned with the dynamic behavior of reinforced/prestressed concrete structures, such as: buildings and bridges. It discusses how to predict or check the real inelastic behavior of concrete structures subjected to dynamic loads, including equipment loads, earthquake motions, seismic interactions and missile impacts. A number of techniques have recently been developed to assist in evaluating such occurrences. This book is intended to apply structural dynamics to concrete structures and is appropriate as a textbook for an introductory course in dynamic behavior of concrete structures at the upper-undergraduate or graduate level as well as for practicing engineers.
Book Synopsis Masters Theses in the Pure and Applied Sciences by : W. H. Shafer
Download or read book Masters Theses in the Pure and Applied Sciences written by W. H. Shafer and published by Springer Science & Business Media. This book was released on 2012-12-06 with total page 319 pages. Available in PDF, EPUB and Kindle. Book excerpt: Masters Theses in the Pure and Applied Sciences was first conceived, published, and dis seminated by the Center for Information and Numerical Data Analysis and Synthesis (CINDAS) * at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dissemination phases of the ac tivity were transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the thought that such an arrangement would be more beneficial to the academic and general scientific and technical community. After five years of this joint undertaking we had concluded that it was in the interest of all concerned if the printing and distribution of the volume were handled by an international publishing house to assure improved service and broader dissemination. Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Corporation of New York, and in the same year the coverage was broadened to include Canadian universities. All back issues can also be ordered from Plenum. We have reported in Volume 22 (thesis year 1977) a total of 10,658 theses titles from 28 Canadian and 227 United States universities. We are sure that this broader base for theses titles reported will greatly enhance the value of this important annual reference work. While Volume 22 reports theses submitted in 1977, on occasion, certain universities do report theses submitted in previous years but not reported at the time.
Author :FIB – International Federation for Structural Concrete Publisher :fib Fédération internationale du béton ISBN 13 :0727716964 Total Pages :462 pages Book Rating :4.7/5 (277 download)
Book Synopsis CEB-FIP Model Code 1990 by : FIB – International Federation for Structural Concrete
Download or read book CEB-FIP Model Code 1990 written by FIB – International Federation for Structural Concrete and published by fib Fédération internationale du béton. This book was released on 1993-01-01 with total page 462 pages. Available in PDF, EPUB and Kindle. Book excerpt: This design code for concrete structures is the result of a complete revision to the former Model Code 1978, which was produced jointly by CEB and FIP. The 1978 Model Code has had a considerable impact on the national design codes in many countries. In particular, it has been used extensively for the harmonisation of national design codes and as basic reference for Eurocode 2. The 1990 Model Code provides comprehensive guidance to the scientific and technical developments that have occurred over the past decade in the safety, analysis and design of concrete structures. It has already influenced the codification work that is being carried out both nationally and internationally and will continue so to do.
Book Synopsis Strains and Failure of High-strength Concrete Under Various Combinations of Sustained and Cyclic Overloads with Comparisons to Lower-strength Concretes by : Riyadh Jawad Aziz
Download or read book Strains and Failure of High-strength Concrete Under Various Combinations of Sustained and Cyclic Overloads with Comparisons to Lower-strength Concretes written by Riyadh Jawad Aziz and published by . This book was released on 1987 with total page 580 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Time-dependent Behavior of High-strength Concrete Under High Sustained Compressive Stresses by : Mohammad Mahmoud Smadi
Download or read book Time-dependent Behavior of High-strength Concrete Under High Sustained Compressive Stresses written by Mohammad Mahmoud Smadi and published by . This book was released on 1983 with total page 664 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Journal of the American Concrete Institute by : American Concrete Institute
Download or read book Journal of the American Concrete Institute written by American Concrete Institute and published by . This book was released on 1984 with total page 714 pages. Available in PDF, EPUB and Kindle. Book excerpt: Each number includes "Synopsis of recent articles."
Book Synopsis Behavior of High-strength Concrete Under Sustained Compressive Stress by : Ali Salem Ngab
Download or read book Behavior of High-strength Concrete Under Sustained Compressive Stress written by Ali Salem Ngab and published by . This book was released on 1980 with total page 224 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Time Effects in Concrete Structures by : R. I. Gilbert
Download or read book Time Effects in Concrete Structures written by R. I. Gilbert and published by Elsevier Publishing Company. This book was released on 1988 with total page 344 pages. Available in PDF, EPUB and Kindle. Book excerpt: The inability of designers of concrete structures to recognize and quantify the non-linear effects of cracking, creep and shrinkage is a common cause of serviceability failure. Such failures include excessive deflection, camber and/or shortening of members and excessive cracking which may cause aesthetic or durability problems. This book provides practising engineers with practical and usable techniques for predicting the non-linear effects of creep and shrinkage on the in-service behaviour of concrete structures. Both cracked and uncracked reinforced, prestressed, and composite members subjected to sustained loads or sustained deformations are considered. Analytical procedures are developed for the calculation of instantaneous and time-dependent stresses and deformations on cross-sections in both simple and continuous members. Numerous self-contained worked examples which clearly illustrate the analytical procedures are included. A wide variety of practical situations is considered. Listings of microcomputer programs for a number of the analyses are also presented.
Book Synopsis Inelastic Behavior and Fracture of Concrete by : Surendra P. Shah
Download or read book Inelastic Behavior and Fracture of Concrete written by Surendra P. Shah and published by . This book was released on 1965 with total page 340 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Influence of Rate of Loading on Stress-strain Behavior of Concrete by : Che Sobry Abdullah
Download or read book Influence of Rate of Loading on Stress-strain Behavior of Concrete written by Che Sobry Abdullah and published by . This book was released on 1982 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance of Confined Concrete Columns Under Simulated Life Cycles by : Steven D. Hart
Download or read book Performance of Confined Concrete Columns Under Simulated Life Cycles written by Steven D. Hart and published by . This book was released on 2008 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Over the past 30 years, FRP composites (carbon, glass, or aramid fibers) have arisen as a method of retrofitting existing reinforced concrete structures to bring them up to current code standards of confinement and ductility. The development of stress-strain models for FRP confined concrete began with the adaptation of steel confinement models then progressed to models specifically developed based on test results from FRP confined specimens. State of the art stress-strain models for FRP confined concrete models may now be validated against a wide variety of published experimental results. Recent publications show researchers branching out and looking at other aspects of FRP confined concrete behavior, including the impact of sustained service loads on long term and ultimate behavior. An experimental program which examines the effects of sustained service loading on the ultimate axial performance of FRP confined concrete is presented. The program's purpose is to determine whether or not a material model developed without the presence of a sustained load accurately predicts the ultimate stress-strain response of FRP confined concrete previously subjected to a sustained service load. Equipment and procedures were developed to model the critical events in a building life cycle: construction, sustained service loading, minor critical events, rehabilitation, and ultimate performance. Varying the order of these events produces a simulated life cycle allowing analysis of the impact of strain history on ultimate performance. The results of the experimental program indicate that the presence of a sustained service load changes the expected failure mode from FRP rupture to FRP de-lamination and the stress-strain response of a specimen is approximately 10% below published models when sustained service loads are included in the life cycle. A comprehensive modeling process is proposed for modeling significant events in a structure's life cycle. Impacts on earthquake engineering and reliability studies are addressed and future research suggested. This research shows that life cycle modeling can improve the design and rehabilitation of structures so that they meet safety requirements in future seismic events.