%0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %E Moore, I.D. %E García, D. Becerril %E Sezen, H. %E Sheldon, T. %T Structural Design of Culvert Joints %D 2012 %U https://nap.nationalacademies.org/catalog/22748/structural-design-of-culvert-joints %> https://nap.nationalacademies.org/catalog/22748/structural-design-of-culvert-joints %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 0 %X TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 190: Structural Design of Culvert Joints explores the effect of longitudinal bending on joints in rigid (reinforced concrete) and flexible (corrugated steel and thermoplastic) culverts.The report examines two joint types--those that release the longitudinal bending moments (denoted ‘moment-release joints’) like gasketted bell and spigot joints, and those that transfer them (denoted ‘moment-transfer joints’) such as band connections. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Recommended Design Specifications for Live Load Distribution to Buried Structures %D 2010 %U https://nap.nationalacademies.org/catalog/14377/recommended-design-specifications-for-live-load-distribution-to-buried-structures %> https://nap.nationalacademies.org/catalog/14377/recommended-design-specifications-for-live-load-distribution-to-buried-structures %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 75 %X TRB’s National Cooperative Highway Research Program (NCHRP) Report 647: Recommended Design Specifications for Live Load Distribution to Buried Structures explores recommendations to revise the American Association of State Highway and Transportation Officials Load and Resistance Factor Design Bridge Design Specifications relating to the distribution of live load to buried structures.The report examines development of simplified design equations (SDEs) for structural response based on three-dimensional (3D) analysis of 830 buried culverts. In addition, the report suggests guidelines for conducting two-dimensional and 3D modeling for design situations with conditions not covered by the SDEs.Appendixes A through E for NCHRP Report 647 are only avilable online. These appendixes are as follows:• Appendix A—3-D Numerical Analysis of Live Load Distribution: Soil Constitutive Models, Load Factoring and Comparison with Field Measurements• Appendix B—3-D Numerical Analysis of Live Load Distribution: Model Details and Results• Appendix C—Recommended Revision to AASHTO LRFD Bridge Design Specifications• Appendix D.1—Parametric Study MathCAD Calculation Sheets• Appendix D.2—Tabular Listings of Parametric Study Results• Appendix E—Refined Analysis Guidelines %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Effective Slab Width for Composite Steel Bridge Members %D 2005 %U https://nap.nationalacademies.org/catalog/13853/effective-slab-width-for-composite-steel-bridge-members %> https://nap.nationalacademies.org/catalog/13853/effective-slab-width-for-composite-steel-bridge-members %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 153 %X TRB’s National Cooperative Highway Research Program (NCHRP) Report 543: Effective Slab Width for Composite Steel Bridge Members examines recommended revisions to the American Association of State Highway and Transportation Officials’ specifications for the effective slab width of composite steel bridge members. The report’s recommended specifications are applicable to all types of composite steel bridge superstructures and are suitable for design office use. Accompanying CRP-CD-56 contains extensive supporting information, including the recommended specifications and design examples.The supporting information associated with NCHRP Report 543 are available in an ISO format. Links to instructions on buring an .ISO CD-ROM and the download site for the .ISO CD-ROM are below.Help on Burning an .ISO CD-ROM ImageDownload the NCHRP CRP-CD-56.ISO CD-ROM Image %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %E Kim, Yail Jimmy %T Proposed AASHTO LRFD Bridge Design Specifications for Light Rail Transit Loads %D 2017 %U https://nap.nationalacademies.org/catalog/24840/proposed-aashto-lrfd-bridge-design-specifications-for-light-rail-transit-loads %> https://nap.nationalacademies.org/catalog/24840/proposed-aashto-lrfd-bridge-design-specifications-for-light-rail-transit-loads %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 210 %X TRB's National Cooperative Highway Research Program (NCHRP) Research Report 851: Proposed AASHTO LRFD Bridge Design Specifications for Light Rail Transit Loads provides proposed specifications for bridges carrying light rail transit loading, including those subjected to both light rail and highway traffic loading. The proposed specifications and design examples are based on comprehensive response monitoring of five bridges carrying light rail transit vehicles in Denver, Colorado, and analytical programs for investigating the behavior of light rail bridges, live loads and associated forces, rail–train–structure interaction, and load factor calibration to implement the Load and Resistance Factor Design (LRFD) method. A standard live load model generates uniform design outcomes for any transit agency. Load factors are calibrated, particularly for the strength and fatigue limit states of light rail bridges. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %E White, Donald W. %E Coletti, Domenic %E Chavel, Brandon W. %E Sanchez, Andres %E Ozgur, Cagri %E Chong, Juan Manuel Jimenez %E Leon, Roberto T. %E Medlock, Ronald D. %E Cisneros, Robert A. %E Galambos, Theodore V. %E Yadlosky, John M. %E Gatti, Walter J. %E Kowatch, Gary T. %T Guidelines for Analysis Methods and Construction Engineering of Curved and Skewed Steel Girder Bridges %D 2012 %U https://nap.nationalacademies.org/catalog/22729/guidelines-for-analysis-methods-and-construction-engineering-of-curved-and-skewed-steel-girder-bridges %> https://nap.nationalacademies.org/catalog/22729/guidelines-for-analysis-methods-and-construction-engineering-of-curved-and-skewed-steel-girder-bridges %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 185 %X TRB’s National Cooperative Highway Research Program (NCHRP) Report 725: Guidelines for Analysis Methods and Construction Engineering of Curved and Skewed Steel Girder Bridges offers guidance on the appropriate level of analysis needed to determine the constructability and constructed geometry of curved and skewed steel girder bridges.When appropriate in lieu of a 3D analysis, the guidelines also introduce improvements to 1D and 2D analyses that require little additional computational costs.Appendixes C to K for NCHRP Report 725 are availble only in electronic format. A listing of those Appendixes and links to them are below:• APPENDIX C—Evaluation of Analytical Methods for Construction Engineering of Curved and Skewed Steel Girder Bridges• APPENDIX D—Benchmark Problems• APPENDIX E—Executive Summaries of Study Bridges• APPENDIX F—Early Correspondence with Owners and Agencies• APPENDIX G—Owner/Agency Policies and Procedures• APPENDIX H—Design Criteria for New Bridge Designs• APPENDIX I—Extended Summaries of Study Bridges• APPENDIX J—Bridge Drawings• APPENDIX K—Organization of Electronic Data %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %E Badie, Sameh S. %E Morcous, George %E Tadros, Maher K. %T Simplified Full-Depth Precast Concrete Deck Panel Systems %D 2018 %U https://nap.nationalacademies.org/catalog/25562/simplified-full-depth-precast-concrete-deck-panel-systems %> https://nap.nationalacademies.org/catalog/25562/simplified-full-depth-precast-concrete-deck-panel-systems %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 156 %X TRB’s National Cooperative Highway Research Program (NCHRP) Research Report 895: Simplified Full-Depth Precast Concrete Deck Panel Systems describes new connections between full-depth precast concrete deck panels and beams. These connections are simplified with regard to constructability, inspection during construction, reducing the impact of construction on traffic, and future deck replacement.The new system utilizes clustered shear connectors spaced up to six feet and connected to the deck system using ultra-high performance concrete. It also utilizes discrete joint connections to eliminate blind grouting. This report also presents proposed revisions to the AASHTO Bridge Design Specifications. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments %D 2008 %U https://nap.nationalacademies.org/catalog/14189/seismic-analysis-and-design-of-retaining-walls-buried-structures-slopes-and-embankments %> https://nap.nationalacademies.org/catalog/14189/seismic-analysis-and-design-of-retaining-walls-buried-structures-slopes-and-embankments %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 137 %X TRB’s National Cooperative Highway Research Program (NCHRP) Report 611: Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments explores analytical and design methods for the seismic design of retaining walls, buried structures, slopes, and embankments. The Final Report is organized into two volumes. NCHRP Report 611 is Volume 1 of this study. Volume 2, which is only available online, presents the proposed specifications, commentaries, and example problems for the retaining walls, slopes and embankments, and buried structures.The appendices to NCHRP Report 611 are available online and include the following:A. Working PlanB. Design Margin—Seismic Loading of Retaining WallsC. Response Spectra Developed from the USGS WebsiteD. PGV Equation—Background PaperE. Earthquake Records Used in Scattering AnalysesF. Generalized Limit Equilibrium Design MethodG. Nonlinear Wall Backfill Response AnalysesH. Segrestin and Bastick PaperI. MSE Wall Example for AASHTO ASD and LRFD SpecificationsJ. Slope Stability Example ProblemK. Nongravity Cantilever WallsView information about the TRB Webinar on Report 611: Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments: Wednesday, February 17, 2010 %0 Book %T Double-Hull Tanker Legislation: An Assessment of the Oil Pollution Act of 1990 %@ 978-0-309-06370-8 %D 1998 %U https://nap.nationalacademies.org/catalog/5798/double-hull-tanker-legislation-an-assessment-of-the-oil-pollution %> https://nap.nationalacademies.org/catalog/5798/double-hull-tanker-legislation-an-assessment-of-the-oil-pollution %I The National Academies Press %C Washington, DC %G English %K Environment and Environmental Studies %P 288 %X The passage of the Oil Pollution Act of 1990 (OPA 90) by Congress and subsequent modifications of international maritime regulations resulted in a far-reaching change in the design of tank vessels. Double-hull rather than single-hull tankers are now the industry standard, and nearly all ships in the world maritime oil transportation fleet are expected to have double hulls by about 2020. This book assesses the impact of the double hull and related provisions of OPA 90 on ship safety, protection of the marine environment, and the economic viability and operational makeup of the maritime oil transportation industry. The influence of international conventions on tank vessel design and operation is addressed. Owners and operators of domestic and international tank vessel fleets, shipyard operators, marine architects, classification societies, environmentalists, and state and federal regulators will find this book useful. %0 Book %A National Research Council %T Expansion Joints in Buildings: Technical Report No. 65 %@ 978-0-309-02233-0 %D 1974 %U https://nap.nationalacademies.org/catalog/9801/expansion-joints-in-buildings-technical-report-no-65 %> https://nap.nationalacademies.org/catalog/9801/expansion-joints-in-buildings-technical-report-no-65 %I The National Academies Press %C Washington, DC %G English %K Engineering and Technology %P 52 %X Many factors affect the amount of temperature-induced movement that occurs in a building and the extent to which this movement can occur before serious damage develops or extensive maintenance is required. In some cases joints are being omitted where they are needed, creating a risk of structural failures or causing unnecessary operations and maintenance costs. In other cases, expansion joints are being used where they are not required, increasing the initial cost of construction and creating space utilization problems. As of 1974, there were no nationally acceptable procedures for precise determination of the size and the location of expansion joints in buildings. Most designers and federal construction agencies individually adopted and developed guidelines based on experience and rough calculations leading to significant differences in the various guidelines used for locating and sizing expansion joints. In response to this complex problem, Expansion Joints in Buildings: Technical Report No. 65 provides federal agencies with practical procedures for evaluating the need for through-building expansion joints in structural framing systems. The report offers guidelines and criteria to standardize the practice of expansion joints in buildings and decrease problems associated with the misuse of expansions joints. Expansions Joints in Buildings: Technical Report No. 65 also makes notable recommendations concerning expansion, isolation, joints, and the manner in which they permit separate segments of the structural frame to expand and to contract in response to temperature fluctuations without adversely affecting the buildings structural integrity or serviceability. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Design of Roadside Barrier Systems Placed on MSE Retaining Walls %D 2010 %U https://nap.nationalacademies.org/catalog/22924/design-of-roadside-barrier-systems-placed-on-mse-retaining-walls %> https://nap.nationalacademies.org/catalog/22924/design-of-roadside-barrier-systems-placed-on-mse-retaining-walls %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 184 %X TRB’s National Cooperative Highway Research Program (NCHRP) Report 663: Design of Roadside Barrier Systems Placed on MSE Retaining Walls explores a design procedure for roadside barrier systems mounted on the edge of a mechanically stabilized earth (MSE) wall. The procedures were developed following American Association of State Highway and Transportation Officials Load and Resistant Factor Design (LRFD) practices. Appendices A through H to NCHRP Report 663 are available online. Titles of Appendices A through H are as follows: Appendix A: Design of MSE Wall Appendix B: State-of-Practice Survey Appendix C: Detailed Drawing of MSE Wall for Bogie Test Appendix D: Bogie Test MSE Wall Construction Procedure Appendix E: Detailed Drawing of MSE Wall for TL-3 Test Appendix F: TL-3 MSE Wall Construction Procedure Appendix G: Crash Test Vehicle Properties and Information Appendix H: Crash Test Sequential Photographs %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %E Shahrooz, Bahram M. %E Miller, Richard A. %E Harries, Kent A. %E Yu, Qiang %E Russell, Henry G. %T Strand Debonding for Pretensioned Girders %D 2017 %U https://nap.nationalacademies.org/catalog/24813/strand-debonding-for-pretensioned-girders %> https://nap.nationalacademies.org/catalog/24813/strand-debonding-for-pretensioned-girders %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 102 %X TRB's National Cooperative Highway Research Program (NCHRP) Research Report 849: Strand Debonding for Pretensioned Girders provides proposed revisions to the current debonding provisions found within the American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications with detailed examples of the application of the proposed revisions. The proposed revisions are based on comprehensive analytical and testing programs for investigating the effects of end anchorages, beam sections, end-diaphragm details, concrete strengths up to 15 ksi, and strand sizes. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Development of LRFD Specifications for Horizontally Curved Steel Girder Bridges %D 2006 %U https://nap.nationalacademies.org/catalog/13921/development-of-lrfd-specifications-for-horizontally-curved-steel-girder-bridges %> https://nap.nationalacademies.org/catalog/13921/development-of-lrfd-specifications-for-horizontally-curved-steel-girder-bridges %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 69 %X TRB's National Cooperative Highway Research Program (NCHRP) Report 563: Development of Load and Resistance Factor Design (LRFD) Specifications for Horizontally Curved Steel Girder Bridges explores design specifications for horizontally curved steel girder bridges.* Appendix C: Calibration of LRFD Design Specifications for Steel Curved Girder Bridges* Appendix D: Comparison of Curved Steel I-Girder Bridge Design Specifications %0 Book %A National Academy of Engineering %A National Academies of Sciences, Engineering, and Medicine %T High-Performance Bolting Technology for Offshore Oil and Natural Gas Operations %@ 978-0-309-47242-5 %D 2018 %U https://nap.nationalacademies.org/catalog/25032/high-performance-bolting-technology-for-offshore-oil-and-natural-gas-operations %> https://nap.nationalacademies.org/catalog/25032/high-performance-bolting-technology-for-offshore-oil-and-natural-gas-operations %I The National Academies Press %C Washington, DC %G English %K Engineering and Technology %P 270 %X Commercially significant amounts of crude oil and natural gas lie under the continental shelf of the United States. Advances in locating deposits, and improvements in drilling and recovery technology, have made it technically and economically feasible to extract these resources under harsh conditions. But extracting these offshore petroleum resources involves the possibility, however remote, of oil spills, with resulting damage to the ocean and the coastline ecosystems and risks to life and limb of those performing the extraction. The environmental consequences of an oil spill can be more severe underwater than on land because sea currents can quickly disperse the oil over a large area and, thus, cleanup can be problematic. Bolted connections are an integral feature of deep-water well operations. High-Performance Bolting Technology for Offshore Oil and Natural Gas Operations summarizes strategies for improving the reliability of fasteners used in offshore oil exploration equipment, as well as best practices from other industrial sectors. It focuses on critical bolting—bolts, studs, nuts, and fasteners used on critical connections. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %E Zmud, Johanna %E Williams, Tom %E Outwater, Maren %E Bradley, Mark %E Kalra, Nidhi %E Row, Shelley %T Updating Regional Transportation Planning and Modeling Tools to Address Impacts of Connected and Automated Vehicles, Volume 1: Executive Summary %D 2018 %U https://nap.nationalacademies.org/catalog/25319/updating-regional-transportation-planning-and-modeling-tools-to-address-impacts-of-connected-and-automated-vehicles-volume-1-executive-summary %> https://nap.nationalacademies.org/catalog/25319/updating-regional-transportation-planning-and-modeling-tools-to-address-impacts-of-connected-and-automated-vehicles-volume-1-executive-summary %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 126 %X TRB's National Cooperative Highway Research Program (NCHRP) Research Report 896: Updating Regional Transportation Planning and Modeling Tools to Address Impacts of Connected and Automated Vehicles, Volume 1: Executive Summary summarizes guidelines to help agencies update their modeling and forecasting tools to address expected impacts of connected and automated vehicles (CAVs) on transportation supply, road capacity, and travel demand components.Under requirements for long-range transportation planning, state departments of transportation and regional metropolitan planning organizations are required to have a multimodal transportation plan with a minimum time horizon of 20 years.Because manufacturers and shared fleet operators suggest that CAVs will be present on the highway system in significant numbers well before 2038, the planning community will require procedures and methods to address the potential positive and negative direct and indirect outcomes from their deployment.Volume 1 conveys the key findings of NCHRP Research Report 896: Updating Regional Transportation Planning and Modeling Tools to Address Impacts of Connected and Automated Vehicles, Volume 2: Guidance. Volume 2 explores ways to develop new planning and modeling processes that include CAVs in the transportation environment.The research report is accompanied by a PowerPoint presentation that can be adapted for presentations to agency decision makers. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Development of Design Specifications and Commentary for Horizontally Curved Concrete Box-Girder Bridges %D 2008 %U https://nap.nationalacademies.org/catalog/14186/development-of-design-specifications-and-commentary-for-horizontally-curved-concrete-box-girder-bridges %> https://nap.nationalacademies.org/catalog/14186/development-of-design-specifications-and-commentary-for-horizontally-curved-concrete-box-girder-bridges %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 87 %X TRB's National Cooperative Highway Research Program (NCHRP) Report 620: Development of Design Specifications and Commentary for Horizontally Curved Concrete Box-Girder Bridges explores proposed specifications and examples for the design of horizontally curved concrete box-girder highway bridges.Potential LRFD specifications and design examples illustrating the application of the design methods and specifications are available online as appendixes to NCHRP Report 620.Appendix A - Proposed LRFD Specifications and CommentaryAppendix B - Example ProblemsAppendix C - Global Analysis GuidelinesAppendix D - State of Practice Summary for the United StatesAppendix E - Detailed Global Analysis ResultsAppendix F - Detailed Local Analysis Results %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Protocols for Collecting and Using Traffic Data in Bridge Design %D 2011 %U https://nap.nationalacademies.org/catalog/14521/protocols-for-collecting-and-using-traffic-data-in-bridge-design %> https://nap.nationalacademies.org/catalog/14521/protocols-for-collecting-and-using-traffic-data-in-bridge-design %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 116 %X TRB’s National Cooperative Highway Research Program (NCHRP) Report 683: Protocols for Collecting and Using Traffic Data in Bridge Design explores a set of protocols and methodologies for using available recent truck traffic data to develop and calibrate vehicular loads for superstructure design, fatigue design, deck design, and design for overload permits.The protocols are geared to address the collection, processing, and use of national weigh-in-motion (WIM) data. The report also gives practical examples of implementing these protocols with recent national WIM data drawn from states/sites around the country with different traffic exposures, load spectra, and truck configurations. The material in this report will be of immediate interest to bridge engineers.This report replaces NCHRP Web-Only Document 135: Protocols for Collecting and Using Traffic Data in Bridge Design.Appendices A through F for NCHRP Report 683 are available only online. These appendices are titled as follows.• Appendix A—Survey Questionnaires & Responses• Appendix B—Main Features of Selected Studies• Appendix C—National WIM Data Analyses• Appendix D—Potential Processes to Develop and Calibrate Vehicular Design Loads• Appendix E—Implementation of WIM Error Filtering Algorithm• Appendix F—Truck Sorting Strategies & Influence on “r” Values %0 Book %T Criteria for Selection and Design of Residential Slabs-on-Ground %D 1968 %U https://nap.nationalacademies.org/catalog/9804/criteria-for-selection-and-design-of-residential-slabs-on-ground %> https://nap.nationalacademies.org/catalog/9804/criteria-for-selection-and-design-of-residential-slabs-on-ground %I The National Academies Press %C Washington, DC %G English %K Engineering and Technology %P 304 %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Proposed Modifications to AASHTO Culvert Load Rating Specifications %D 2019 %U https://nap.nationalacademies.org/catalog/25673/proposed-modifications-to-aashto-culvert-load-rating-specifications %> https://nap.nationalacademies.org/catalog/25673/proposed-modifications-to-aashto-culvert-load-rating-specifications %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 601 %X Over the past decade, significant state and federal resources have been expended to develop a state‐of-the-art set of reliability‐based bridge design and load rating specifications, including Load and Resistance Factor Design (LRFD) and Load and Resistance Factor Rating (LRFR). However, these design and rating methods were developed for larger bridge structures, and may result in overly conservative ratings when applied to buried culverts. Of the more than 600,000 records in the National Bridge Inventory, over 130,000 represent culverts, thus constituting a significant proportion of the nation’s bridge infrastructure.The TRB National Cooperative Highway Research Program's Web-Only Document 268: Proposed Modifications to AASHTO Culvert Load Rating Specifications proposes modifications to the culvert load rating specifications in the Manual for Bridge Evaluation and revises the AASHTO LRFD Bridge Design Specifications accordingly. %0 Book %A Transportation Research Board %A National Academies of Sciences, Engineering, and Medicine %T Recommended LRFD Minimum Flexural Reinforcement Requirements %D 2010 %U https://nap.nationalacademies.org/catalog/22973/recommended-lrfd-minimum-flexural-reinforcement-requirements %> https://nap.nationalacademies.org/catalog/22973/recommended-lrfd-minimum-flexural-reinforcement-requirements %I The National Academies Press %C Washington, DC %G English %K Transportation and Infrastructure %P 0 %X TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 149: Recommended LRFD Minimum Flexural Reinforcement Requirements explores the minimum reinforcement requirements for the design of concrete bridge structures and examines flexural cracking of concrete structures. %0 Book %A National Research Council %T Twenty-Third Symposium on Naval Hydrodynamics %@ 978-0-309-25467-0 %D 2001 %U https://nap.nationalacademies.org/catalog/10189/twenty-third-symposium-on-naval-hydrodynamics %> https://nap.nationalacademies.org/catalog/10189/twenty-third-symposium-on-naval-hydrodynamics %I The National Academies Press %C Washington, DC %G English %K Math, Chemistry, and Physics %P 1024 %X "Vive la Revolution!" was the theme of the Twenty-Third Symposium on Naval Hydrodynamics held in Val de Reuil, France, from September 17-22, 2000 as more than 140 experts in ship design, construction, and operation came together to exchange naval research developments. The forum encouraged both formal and informal discussion of presented papers, and the occasion provides an opportunity for direct communication between international peers. This book includes sixty-three papers presented at the symposium which was organized jointly by the Office of Naval Research, the National Research Council (Naval Studies Board), and the Bassin d'Essais des Carènes. This book includes the ten topical areas discussed at the symposium: wave-induced motions and loads, hydrodynamics in ship design, propulsor hydrodynamics and hydroacoustics, CFD validation, viscous ship hydrodynamics, cavitation and bubbly flow, wave hydrodynamics, wake dynamics, shallow water hydrodynamics, and fluid dynamics in the naval context.