Book Description
This report contains the findings of research performed to develop design specifications for horizontally curved steel girder bridges.
Author : J. M. Kulicki
Publisher : Transportation Research Board
Page : 81 pages
File Size : 29,35 MB
Release : 2006
Category : Bridges
ISBN : 0309098556
This report contains the findings of research performed to develop design specifications for horizontally curved steel girder bridges.
Author : Nutt, Redfield, and Valentine
Publisher : Transportation Research Board
Page : 97 pages
File Size : 32,72 MB
Release : 2008
Category : Box girder bridges
ISBN : 030911750X
This report provides specifications, commentary, and examples for the design of horizontally curved concrete box-girder highway bridges. The report details the development of the design procedures. Recommended Load and Resistance Factor Design (LRFD) specifications and design examples illustrating the application of the design methods and specifications are included in appendixes (available on the TRB website at http://trb.org/news/blurb_detail.asp?id=9596).
Author :
Publisher : Thomas Telford Publishing
Page : 328 pages
File Size : 20,29 MB
Release : 1973
Category : Technology & Engineering
ISBN :
Author : Dann H. Hall
Publisher : Transportation Research Board
Page : 140 pages
File Size : 43,4 MB
Release : 1999
Category : Technology & Engineering
ISBN : 9780309063166
Author : Petros P. Xanthakos
Publisher : John Wiley & Sons
Page : 1466 pages
File Size : 32,80 MB
Release : 1994
Category : Technology & Engineering
ISBN : 9780471570974
Indeed, this essential working reference for practicing civil engineers uniquely reflects today's gradual transition from allowable stress design to Load and Resistance Factor Design by presenting LRFD specifications - developed from research requested by AASH-TO and initiated by the NCHRP - which spell out new provisions in areas ranging from load models and load factors to bridge substructure elements and foundations.
Author : Jörg Schlaich
Publisher : IABSE
Page : 114 pages
File Size : 39,25 MB
Release : 1982
Category : Box girder bridges
ISBN : 3857480319
Author : Siu-Seong Law
Publisher : CRC Press
Page : 332 pages
File Size : 39,52 MB
Release : 2011-02-18
Category : Technology & Engineering
ISBN : 0203841425
The interaction phenomenon is very common between different components of a mechanical system. It is a natural phenomenon and is found with the impact force in aircraft landing; the estimation of degree of ripeness of an apple from impact on a beam; the interaction of the magnetic head of a computer disk leading to miniature development of modern c
Author : Yeong-Bin Yang
Publisher : World Scientific
Page : 565 pages
File Size : 34,36 MB
Release : 2004
Category : Science
ISBN : 9812388478
The commercial operation of the bullet train in 1964 in Japan marked the beginning of a new era for high-speed railways. Because of the huge amount of kinetic energy carried at high speeds, a train may interact significantly with the bridge and even resonate with it under certain circumstances. Equally important is the riding comfort of the train cars, which relates closely to the maneuverability of the train during its passage over the bridge at high speeds.This book is unique in that it is devoted entirely to the interaction between the supporting bridges and moving trains, the so-called vehicle-bridge interaction (VBI). Finite element procedures have been developed to treat interaction problems of various complexities, while the analytical solutions established for some typical problems are helpful for identifying the key parameters involved. Besides, some field tests were conducted to verify the theories established.This book provides an up-to-date coverage of research conducted on various aspects of the VBI problems. Using the series of VBI elements derived, the authors study a number of frontier problems, including the impact response of bridges with elastic bearings, the dynamic response of curved beam to moving centrifugal forces, the stability and derailment of trains moving over bridges shaken by earthquakes, the impact response of two trains crossing on a bridge, the steady-state response of trains moving over elevated bridges, and so on.
Author : M. Y. H. Bangash
Publisher : Thomas Telford
Page : 1226 pages
File Size : 26,70 MB
Release : 1999
Category : Technology & Engineering
ISBN : 9780727727787
This definitive reference volume provides a comprehensive guide to the analysis and design of bridge structures worldwide. The in-depth consideration given to the major analytical, numerical and design issues associated with prototype structures will reduce the effort and expense involved in future construction. The book contains numerous analytical and design examples drawn from existing structures worldwide as well as an extensive bibliography and a large appendix which covers background analyses and computer subroutines.
Author : David I. McLean
Publisher : Transportation Research Board
Page : 72 pages
File Size : 38,66 MB
Release : 1998
Category : Technology & Engineering
ISBN : 9780309068192
This synthesis will be of interest to state department of transportation and consulting bridge, structural, and research engineers. The synthesis describes the current state of the practice for determining dynamic impact factors for bridges. Information for the synthesis was collected by surveying U.S. and Canadian transportation agencies and by conducting a literature search using domestic and foreign sources. This report of the Transportation Research Board documents relevant background and recent information with regard to vehicular dynamic load effects on bridges. It provides details on the basic concepts of bridge dynamics, including identification of the main variables affecting bridge dynamic response. In addition, current code provisions for accounting for vehicular dynamic load effects for new bridge design and load evaluation of existing bridges are reported, including a discussion on the background of the provisions. Finally, a discussion of observed field problems associated with vehicular dynamic load effects, as obtained from the survey, are included.