Seismic Behavior And Retrofit Of Older Reinforced Concrete Bridge T Joints
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Author | : Laura N. Lowes |
Publisher | : |
Total Pages | : 180 |
Release | : 1995 |
Genre | : Bridges |
ISBN | : |
A series of experimental tests investigating the seismic response of reinforced concrete beam-column T-joints was recently completed at the University of California, Berkeley. The evaluated connection was representative of an interior beam- column joint from a multi-column bridge frame built in the late 1950's. Three one-third scale models, representing the as-built connection and two retrofit connections, were tested. The results of this research project are an improved understanding of the seismic behavior of lightly reinforced bridge T-joints as well as verification of a design procedure for retrofitting this type of connection.
Author | : Laura N. Lowes |
Publisher | : |
Total Pages | : 99 |
Release | : 1995 |
Genre | : Concrete bridges |
ISBN | : |
Author | : Laura N. Lowes |
Publisher | : |
Total Pages | : 18 |
Release | : 1995 |
Genre | : Concrete bridges |
ISBN | : |
Author | : Jeffrey Ger |
Publisher | : CRC Press |
Total Pages | : 396 |
Release | : 2016-04-19 |
Genre | : Technology & Engineering |
ISBN | : 1439837759 |
Nonlinear static monotonic (pushover) analysis has become a common practice in performance-based bridge seismic design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and to provide the progressive collapse sequence of damaged bridges when subjected to major earthq
Author | : |
Publisher | : |
Total Pages | : 118 |
Release | : 1997 |
Genre | : Concrete bridges |
ISBN | : |
This report summarizes the principal findings of a four year study for Caltrans of the seismic response of older multi-level, multi-column reinforced concrete bridge structures. Methods have been devised to improve prediction of the global response of these structures, to analyze and assess their local behavior, and to retrofit them to achieve adequate seismic behavior. The behavior of these structures has been found to be complex and influenced by a wide variety of parameters. Moreover, existing analysis methods often provide non-conservative estimates of behavior. The investigations conducted provide greater insight into the response characteristics of existing multiple column bridge structures. These have permitted development of improved analytical models and tools, retrofit strategies and design concepts.
Author | : M. J. N Priestley |
Publisher | : |
Total Pages | : 350 |
Release | : 1992 |
Genre | : Bridges |
ISBN | : |
Author | : |
Publisher | : |
Total Pages | : 566 |
Release | : 2002 |
Genre | : Bridges |
ISBN | : |
Summary available via the World Wide Web as of 8/29/2002 from the Bridge Research and Information Center web site,
Author | : |
Publisher | : American Concrete Institute |
Total Pages | : 148 |
Release | : 2008 |
Genre | : Concrete construction |
ISBN | : 0870313134 |
"This CD-ROM consists of eight papers that were presented by ACI Committee 440 at the Spring Convention in Atlanta, GA, in April 2007"--Site Web de l'éditeur
Author | : Roland Nimis |
Publisher | : |
Total Pages | : 626 |
Release | : 2002 |
Genre | : Bridges |
ISBN | : |
Author | : |
Publisher | : |
Total Pages | : |
Release | : 1997 |
Genre | : |
ISBN | : |