Seismic Performance of Bridge Knee Joints
Author : Jason M. Ingham
Publisher :
Page : 1110 pages
File Size : 45,1 MB
Release : 1995
Category :
ISBN :
Author : Jason M. Ingham
Publisher :
Page : 1110 pages
File Size : 45,1 MB
Release : 1995
Category :
ISBN :
Author : Jason M. Ingham
Publisher :
Page : 242 pages
File Size : 50,65 MB
Release : 1996
Category : Bridges
ISBN :
Author : Dawn Ellen Lehman
Publisher :
Page : 330 pages
File Size : 21,88 MB
Release : 2000
Category : Bridges
ISBN :
Author :
Publisher :
Page : 352 pages
File Size : 47,9 MB
Release : 1984
Category :
ISBN :
Author : Anthony V. Sánchez
Publisher :
Page : 466 pages
File Size : 12,81 MB
Release : 1997
Category : Bridges
ISBN :
This report describes a joint analytical and experimental research program which investigated the influence that flares have on the structural behavior of columns. The program also verified the potential seismic performance issues associated with flared columns. Ten model columns were constructed and tested in two phases, upside down, as simple cantilevers. The columns featured both large and heavily reinforced structural flares or small, light reinforced, non- structural flares. A prismatic reference column, as-built/as-designed column, and retrofit/improved flare designs were tested for both phases. Practical solutions for analyzing, design, and retrofitting flared columns are proposed, based on this research.
Author : Mark Yashinsky
Publisher :
Page : 200 pages
File Size : 16,46 MB
Release : 1998
Category : Bridges
ISBN :
Author : Kosalram Krishnan
Publisher :
Page : 392 pages
File Size : 39,65 MB
Release : 1999
Category : Technology & Engineering
ISBN :
Author : Sri Sritharan
Publisher :
Page : 368 pages
File Size : 12,64 MB
Release : 1997
Category : Bridges
ISBN :
This report describes the seismic design and performance of two concrete multi-column bents. The first unit contained a precast fully prestressed cap beam while the second unit was designed with a reinforcement concrete cap beam. A mix of conventional and headed reinforcement and mechanical couplers were used in detailing the cap beam of the second unit. Tests were performed with the objective of examining the most efficient cap beam/column details, which were established in previous joint tests, under the maximum feasible shear demand. Tests results showed that both units produced a satisfactory response when subjected to simulated seismic loading.
Author : Laura N. Lowes
Publisher :
Page : 180 pages
File Size : 29,42 MB
Release : 1995
Category : 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 : Inho Ha
Publisher :
Page : 856 pages
File Size : 22,43 MB
Release : 2002
Category :
ISBN :