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| Author | : J. A. Puckett |
| Publisher | : |
| Total Pages | : 56 |
| Release | : 1988 |
| Genre | : Concrete bridges |
| ISBN | : |
| Author | : Maher K. Tadros |
| Publisher | : Transportation Research Board |
| Total Pages | : 64 |
| Release | : 1998 |
| Genre | : Technology & Engineering |
| ISBN | : 9780309062602 |
| Author | : Narendra Taly |
| Publisher | : CRC Press |
| Total Pages | : 951 |
| Release | : 2014-11-21 |
| Genre | : Technology & Engineering |
| ISBN | : 1466552190 |
A How-To Guide for Bridge Engineers and DesignersHighway Bridge Superstructure Engineering: LRFD Approaches to Design and Analysis provides a detailed discussion of traditional structural design perspectives, and serves as a state-of-the-art resource on the latest design and analysis of highway bridge superstructures. This book is applicable to hig
| Author | : R J Cope |
| Publisher | : CRC Press |
| Total Pages | : 361 |
| Release | : 1987-12-07 |
| Genre | : Architecture |
| ISBN | : 0203497791 |
Nine chapters by a group of authors run from site investigation to assessment, repair, thermal response, structural types, and joints and substructures.
| Author | : Nenad Bicanic |
| Publisher | : CRC Press |
| Total Pages | : 1108 |
| Release | : 2014-03-04 |
| Genre | : Technology & Engineering |
| ISBN | : 1138001457 |
The EURO-C conference series (Split 1984, Zell am See 1990, Innsbruck 1994, Badgastein 1998, St Johann im Pongau 2003, Mayrhofen 2006, Schladming 2010, St Anton am Alberg 2014) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and concrete structures. The conference reviews and discusses research advancements and the applicability and robustness of methods and models for reliable analysis of complex concrete, reinforced concrete and pre-stressed concrete structures in engineering practice. Conference topics and invited papers cover both computational mechanics and computational modelling aspects of the analysis and design of concrete and concrete structures: * Constitutive and Multiscale Modelling of Concrete * Advances in Computational Modelling * Time Dependent and Multiphysics Problems * Performance of Concrete Structures The book is of special interest to researchers in computational concrete mechanics, as well as industry experts in complex nonlinear simulations of concrete structures.
| Author | : Wade H. Shafer |
| Publisher | : Springer Science & Business Media |
| Total Pages | : 414 |
| Release | : 2012-12-06 |
| Genre | : Science |
| ISBN | : 1461573882 |
Masters Theses in the Pure and Applied Sciences was first conceived, published, SIld disseminated 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 activity 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 con cerned if the printing and distribution of the volumes were handled by an interna and broader dissemination. tional publishing house to assure improved service Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Cor poration 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 30 (thesis year 1985) a total of 12,400 theses titles from 26 Canadian and 186 United States universities. We are sure that this broader base for these titles reported will greatly enhance the value of this important annual reference work.
| Author | : B.H.V. Topping |
| Publisher | : CRC Press |
| Total Pages | : 699 |
| Release | : 2003-10-04 |
| Genre | : Architecture |
| ISBN | : 1482298562 |
The Forth Rail Bridge Centenary Conference considers the design and construction of the bridge and then presents reviews of recent developments in all aspects of structural engineering. Invited keynote papers cover bridges, wide span and space structures, industrial structures, structural analysis and many other topics.
| Author | : American Association of State Highway and Transportation Officials |
| Publisher | : |
| Total Pages | : 1134 |
| Release | : 1994 |
| Genre | : Bridges |
| ISBN | : |
"The provisions of these Specifications are intended for the design, evaluation and rehabilitation of both fixed and movable highway bridges. Mechanical, electrical, and special vehicular and pedestrian safety aspects of movable bridges, however, are not covered. Provisions are not included for bridges used solely for railway, rail transit or public utilities. For bridges not fully covered herein, the provisions of these Specifications mat be applied, as augmented with additional design criteria where required. These specifications are not intended to supplant proper training or the exercise of judgment by the Designer, and state only the minimum requirements necessary to provide for public safety. The Owner or the Designer may require the sophistication of design or the quality of materials and construction to be higher than the minimum requirements. The concept of safety through redundancy and ductility, and protection against scour and collision are emphasized. The design provisions of these Specifications employ the Load and Resistance Factor Design, LRFD, methodology. The factors have been developed from the theory of reliability based upon current statistical knowledge of loads and structural performance. Methods of analysis, other than those included in previous Specifications, and the modelling techniques inherent in them are included, and their use is encouraged. The commentary is not intended to provide a complete historical background concerning the development of these, or previous Specifications, nor is it intended to provide a detailed summary of the studies and research data reviewed in formulating the provisions of the Specification. However, references to some of the research data are provided for those who wish to study the background material in depth. The commentary directs attention to other documents that provide suggestions for carrying out the requirements and intent of these Specifications. However, those documents and this commentary are not intended to be a part of these Specifications."--Page1-1.
| Author | : E C Hambly |
| Publisher | : CRC Press |
| Total Pages | : 338 |
| Release | : 1991-07-25 |
| Genre | : Architecture |
| ISBN | : 0419172602 |
This book describes the underlying behaviour of steel and concrete bridge decks. It shows how complex structures can be analysed with physical reasoning and relatively simple computer models and without complicated mathematics.
| Author | : A.S. Nowak |
| Publisher | : Springer Science & Business Media |
| Total Pages | : 618 |
| Release | : 2012-12-06 |
| Genre | : Technology & Engineering |
| ISBN | : 9400921535 |
Evaluation, repair and rehabilitation of bridges are increasingly important topics in the effort to deal with the deteriorating infrastructure. For example, in the United States about 40 percent of the nation's 570,000 bridges are classified, according to the Federal Highway Administra tion's (FHW A) criteria, as deficient and in need of rehabilitation and replacement. In other countries the situation is similar. FHW A estimates the cost of a bridge replacement and reha bilitation program at 50 billion dollars. The major factors that have contributed to the present situation are: the age, inadequate maintenance, increasing load spectra and environmental contamination. The deficient bridges are posted, repaired or replaced. The disposition of bridges involves clear economical and safety implications. To avoid high costs of replacement or repair, the evaluation must accurately reveal the present load carrying capacity of the struc ture and predict loads and any further changes in the capacity (deterioration) in the applicable time span. Accuracy of bridge evaluation can be improved by using the recent developments in bridge diagnostics, structural tests, material tests, structural analysis and probabilistic methods. There is a need for an international exchange of advanced experience to increase the research effi ciency. The Workshop is organized on the premise that the exchange of existing American and European experience in the area of bridge evaluation, repair and rehabilitation is beneficial for both parties involved.
