We have implemented a new catalog system. Please try out our Presto catalog portal and let us know what you think!  

Sort by:
New Search

37 results
find (Author =Yura Joseph A)
or (TOC ct yura):
Click title for detailed information.
Design of Composite Steel Beams for Bridges
1.
2008 ... J.A. Yura, E.R. Methvin and M.D. Engelhardt · Current [American Association of State Highway and Transportation Officials] AASHTO bridge specifications require that composite beams have sufficient shear studs to fully yield the steel beam cross section in tension. The large number of studs required is independent of the loading
4811-1 [CTR] ... 0-4811-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_4811_1.pdf
207 KB
______________________________________________________________________________________________________
Design Guidelines for Steel Trapezoidal Box Girder Systems
2.
2007 ... Todd Helwig [and four others] · The frequency of use of steel box girders has increased in the state of Texas and throughout the United States over the past 10 years. Some of the advantages of the structural shape that have led to the increased utilization include improved aesthetic, maintenance, and structural benefits.
4307-1 [CTR] ... FHWA/TX-07/0-4307-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_4307_1.pdf
______________________________________________________________________________________________________
Shear Connector Design for Composite Steel Beams - Strength Limit State
3.
2007 ... RS: Joseph Yura; Researcher: Michael Engelhardt · The AASHTO LRFD Bridge Design Specifications provide rules for strength design of shear connectors for steel composite beams. These current rules require that sufficient shear studs be provided to develop the full composite strength of the steel beam. That is, shear studs
4811 Summary [CTR] ... PSR 0-4811-s ... Project Summary Report, 0-4811
Full-text Link:
https://library.ctr.utexas.edu/hostedpdfs/txdot/psr/4811.pdf
______________________________________________________________________________________________________
Simplified Details for Trapezoidal Steel Box Beams
4.
2007 ... Joseph Yura [and five others] · In the fi eld test, a crane applied load before and after the PMDF was attached directly to the top fl ange. In the laboratory, a 54 inch deep straight trapezoidal steel box-girder specimen with either PMDF or various diagonal bracing arrangements was subjected to torsion and bending tests. The tests
1898 Summary [CTR] ... PSR 0-1898-S ... Project Summary Report, 0-1898
Full-text Link:
https://library.ctr.utexas.edu/hostedpdfs/txdot/psr/1898.pdf
______________________________________________________________________________________________________
Composite Action during Construction of Steel Trapezoidal Box Girder Bridges
5.
2005 ... C. Topkaya [and three others] · In steel trapezoidal box girder bridge systems, the U-shaped steel girder is designed to act compositely with the concrete deck to form a closed box for live loading. During the construction stage, however, the behavior is not well understood. The usual practice of assuming the system to be non-
1898-2 [CTR] ... FHWA/TX-07/0-1898-2
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_1898_2.pdf
______________________________________________________________________________________________________
UTrAp 2.0 : Analysis of Steel Box Girders during Construction
6.
2004 ... Eric Williamson [and three others] · UTrAp 2.0 is intended to perform both linear analyses and linearized buckling analyses of straight or curved steel trapezoidal box-girder bridges under construction loading. The program is able to model the partially-composite behavior due to concrete curing during the bridge deck pours. UTrAp 2.0 is
Williamson 2004
Full-text Link:
http://fsel.engr.utexas.edu/facilities/software/utrap
Web page with software download link
______________________________________________________________________________________________________
Top-Lateral Bracing Systems for Trapezoidal Steel Box-Girder Bridges
7.
2003 ... by B.S. Chen, E.B. Williamson and J. A. Yura · Trapezoidal steel box girders are becoming increasingly popular as a bridge system due to their torsional efficiency and aesthetic appearance. These bridge systems utilize one or more trapezoidal steel girders with a cast-in-place composite concrete roadway. The critical design stage
1898-4 [CTR] ... FHWA/TX-03/1898-4; Report 0-1898-4
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_1898_4.pdf
2.6 MB
______________________________________________________________________________________________________
A Design Procedure for Intermediate External Diaphragms on Curved Steel Trapezoidal Box Girder Bridges
8.
2002 ... by M.A. Memberg, J.A. Yura, K.H. Frank and E.B. Williamson · Steel trapezoidal box girders are well-suited for curved bridges due to their high torsional rigidity. This bridge type features one or more steel trapezoidal girders with a cast-in-place concrete roadway slab. Once the slab is in place, the section becomes fully closed, and
1898-1 [CTR] ... FHWA/TX-03/0-1898-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_1898_1.pdf
______________________________________________________________________________________________________
Field Measurements of Diaphragm and Top Lateral Members of Three Trapezoidal Composite Box Girder Bridges
9.
2002 ... Benjamin Cheplak [and three others] · The results of field tests on three trapezoidal box girder bridges are presented. The study concentrated on the measurement of the strains in the external and internal diaphragms and the top laterals of the boxes. The strains were collected when the girders were loaded by a crane lifting up on
1896-1 [CTR] ... 0-1896-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_1896_1.pdf
______________________________________________________________________________________________________
UTrAp : Finite-Element-Based Software for the Analysis of Curved Trapezoidal Girders under Construction Loads
10.
2002 ... C. Topkaya [and three others] · Due to advances in fabrication technology, the use of steel trapezoidal box girders for curved interchange structures has become popular. The rapid erection, long span capability, economics, and aesthetics of these girders make them more favorable than other structural systems. The response
1898-3 [CTR] ... FHWA/TX-03/1898-3
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/1898_3.pdf
838 KB
______________________________________________________________________________________________________
Elastomeric Bridge Bearings : Recommended Test Methods
11.
2001 ... J. Yura [and four others] · · Publ. by: Transportation Research Board (TRB).
NCHRP Report 449 ... NCHRP Report 449 ... Report (National Cooperative Highway Research Program -
Full-text Link:
http://onlinepubs.trb.org/Onlinepubs/nchrp/nchrp_rpt_449.pdf
3.6 MB
______________________________________________________________________________________________________
An Exploration of Lateral Load Distribution in a Girder-Slab Bridge in Gatesville, Texas
12.
2000 ... by S.M. Barney [and four others] · "Older bridges currently in service can be tested to determine if the bridges behave as originally designed. Many current design methods are overly conservative. This research shows the results of the instrumentation and testing of the Leon River Bridge for its lateral distribution of live load. Tests
2986-4 [CTR] ... 7-2986-4
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/7_2986_4.pdf
1.3 MB
______________________________________________________________________________________________________
Improving Bridge Rating and Truck Permitting Procedures Through Finite Element Analysis
13.
2000 ... by D.S. McIlrath [and four others] · Annually, state DOTs are confronted with thousands of overweight truck permit applications and must determine the ability of bridges along these routes to carry the permit loads. This research shows the benefits of performing more detailed analyses using SAP2000 and BRUFEM, rather than
1746-2 [CTR] ... FHWA/TX-04/ 0-1746-2
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_1746_2.pdf
1.4 MB
______________________________________________________________________________________________________
Lateral Load Distribution on Transverse Floor Beams in Steel Plate Girder Bridges
14.
2000 ... by K.R. Pennings [and four others] · Many twin plate girder bridges have been recently rated inadequate for their current design loads. The controlling members that determine the bridge rating is often the transverse floor beams. The current provisions assume no lateral load distribution on the floor beams. This research focused
1746-3 [CTR] ... FHWA/TX-0-1746-3
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/1746_3.pdf
2.6 MB
______________________________________________________________________________________________________
Measurement-Based Evaluation of Noncomposite Steel Girder Bridges
15.
2000 ... D.V. Jáuregui [and four others] · The results from an experimental study into the behavior of noncomposite slab-on-steel girder bridges are presented. Two bridge units were tested under increasing static loads beyond first yield of the girders with a flatbed trailer loaded with concrete barriers. The load tests were unique in
1746-1 [CTR] ... FHWA/TX-0-1746-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/1746-1.pdf
4.7 MB
______________________________________________________________________________________________________
Top Lateral Bracing of Steel U-Shaped Girders
16.
1999 ... by Brian S. Chen, Joseph A. Yura and Karl H. Frank · Steel box girder systems are being used more frequently for curved bridges because of their torsional stiffness and aesthetic appearance. These systems typically consist of U-shaped girders placed side-by-side with a composite concrete deck acting as the top flange. A critical
1395-2 [CTR] ... FHWA/TX-02/1395-2F; 0-1395-2F
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/1395_2f.pdf
2.4 MB
______________________________________________________________________________________________________
Buckling Behavior of U-Shaped Girders
17.
1997 ... by C.L. Gilchrist, J.A. Yura and K.H. Frank · Trapezoidal box girder systems typically consist of twin steel U-shaped girders with a concrete deck acting compositely as the top flange. The top flanges of these U-girders are susceptible to lateral-torsional buckling during transport, erection, and placement of the deck. There is no existing
1395-1 [CTR] ... FHWA/TX-97/0-1395-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/1395-1.pdf
2.5 MB
______________________________________________________________________________________________________
An Experimental Study of Elastomeric Bridge Bearings with Design Recommendations
18.
1995 ... J.V. Muscarella and J.A. Yura · Recent AASHTO specifications have placed a number of restrictions on the use of elastomeric bridge bearings. Elastomeric bearings with tapers built in to accommodate span end elevation differences were disallowed by the most current specifications even though no previous research into
1304-3 [CTR] ... FHWA/TX-98-1304-3; 0-1304-3
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/1304_3.pdf
10.7 MB
______________________________________________________________________________________________________
Wax Build-Up on the Surfaces of Natural Rubber Bridge Bearings
19.
1995 ... by R. Chen, J. Yura · The problem of excessive slip and walking of natural rubber bridge bearing pads was investigated as part of the overall research project 0-1304, Elastomeric Bridge Bearings. One of the principal factors related to this phenomena was the waxy residue found on the bearing pads and their contact concrete
1304-4 [CTR] ... FHWA/TX-97/1304-4; CTR 0-1304-4
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1304-4.pdf
1.4 MB
______________________________________________________________________________________________________
Behavior of Reinforced Concrete Pier Caps Under Concentrated Bearing Loads
20.
1995 ... by R.J. Denio, J.A. Yura and M.E. Kreger · At congested highway interchanges, the Texas Department of Transportation (TxDOT) uses narrow concrete piers and shallow depth steel cap girders. Research Project 0-1302 is concerned with the connection detail between these two elements. This report deals with the shear strength and
1302-1 [CTR] ... FHWA/TX-97/1302-1; CTR 0-1302-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1302-1-ctr.pdf
3.8 MB
______________________________________________________________________________________________________
Test Methods for Elastomeric Bearings on Bridges
21.
1995 ... by Y.J. Arditzoglou, J.A. Yura and A.H. Haines · At congested highway interchanges, horizontal and vertical clearance requirements may dictate the use of narrow piers and shallow depth cap girders to accommodate the various roadways and overpasses. In situations such as this, the state of Texas uses horizontally curved steel
1304-2 [CTR] ... FHWA/TX-96/1304-2; CTR 0-1304-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1304-2-ctr.pdf
3.4 MB
______________________________________________________________________________________________________
The Connection Between a Steel Cap Girder and a Concrete Pier
22.
1995 ... Joseph M. Ales [and three others] · At congested highway interchanges, horizontal and vertical clearance requirements may dictate the use of narrow piers and shallow depth cap girders to accommodate the various roadways and overpasses. In situations such as this, the state of Texas uses horizontally curved steel plate girders
1302-2 F [CTR] ... FHWA/TX-96-1302-2F; CTR 0-1302-2F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1302-2-ctr.pdf
3.7 MB
______________________________________________________________________________________________________
Elastomeric Bearings : Background Information and Field Study, Interim Report
23.
1994 ... B.A. English, Richard E. Klingner and Joseph A. Yura · This report deals with Phase One of TxDoT 1304 (Behaviour of Elastomeric Bearings). The overall objectives of that project are (1) to recommend procedures for designing elastomeric bearings used by TxDoT and (2) to recommend practical guidelines and procedures for
1304-1 [CTR] ... 0-1304-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1304-1.pdf
1 MB
______________________________________________________________________________________________________
Evaluation of Bridge Decks as Lateral Bracing for Supporting Steel Stringers
24.
1992 ... by Stuart T. Webb and Joseph A Yura · A full-size test on a wooden bridge deck showed that the deck nailers and the connections between the nailers and planks were the main contributors to the lateral stiffness of the deck. The measured coefficient of friction between the steel stringers and the wooden deck was 0.25. Design
1239-3 [CTR] ... FHWA/TX-92+1239-3; CTR 3-5-90/1-1239-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1239-3.pdf
2 MB
______________________________________________________________________________________________________
An Ultimate Load Test to Study Bracing Effects of Bridge Decks
25.
1992 ... by Swarnalatha Vegesna and J.A. Yura · The objective of this research project was to study the possible bracing effect of a bridge deck on the lateral instability of the stringers. The capacity of bridges is frequently underrated due to conservative assumptions regarding unknown conditions. Traditionally, the stringers have been
1239-2 [CTR] ... FHWA/TX-92+1239-2; CTR 3-5-90/1-1239-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1239-2.pdf
1.3 MB
______________________________________________________________________________________________________
Bracing Requirements for Elastic Steel Beams
26.
1992 ... by Joseph A. Yura and Brett A. Phillips · Two types of bracing are studied to control the lateral torsional buckling of steel beams; namely, lateral bracing at the compression flange and torsional bracing. A computer program, BASP, was used to study the effects of brace type, size and number of braces on the buckling strength of
1239-1 [CTR] ... FHWA/TX-92+1239-1; CTR 3-5-90/1-1239-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/1239-1.pdf
3MB
______________________________________________________________________________________________________
Bracing of Steel Beams in Bridges
27.
1992 ... Joseph A. Yura, Brett A. Phillips, Swarna Raju, Stuart Webb · The report summarizes the research conducted to evaluate the lateral bracing effect of bridge decks. Design requirements for bracing steel beams to control lateral-torsional buckling are developed. Braces are classified as torsional braces (diaphragms, cross
1239-4 [CTR] ... Report 0-1239-4F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/1239-4f.pdf
2 MB
______________________________________________________________________________________________________
High Strength Bolts for Bridges
28.
1987 ... K.H. Frank, D. Polyzois, Joseph A. Yura · An extensive experimental program was co nducted to evaluate the performance of both black and galvanized high strength bolts for bridges. Seventy-two A325 black bolts, 145 hot-dip galvanized A325 bolts, 85 mechanically galvanized A325 bolts, and 83 black A490 bol ts from se veral
FHWA-RD-87-088 ... FHWA-RD-87-088
Full-text Link:
http://fsel.engr.utexas.edu/pdfs/High%20Strength%20Bolts%20for%20Bridges.pdf
12 MB
______________________________________________________________________________________________________
Fatigue Behavior of Longitudinal Transverse Stiffener Intersection
29.
1983 ... by John D. Pass, Karl H. Frank, and Joseph A. Yura · The fatigue performance of a twin girder steel bridge in Dallas was investigated in this project. The fatigue life of the bridge was estimated using the results of field tests to determine the bridge's response to traffic loads and analytical and experimental studies to determine the
247-5 F [CTR] ... FHWA/TX-83/9+247-5F; CTR 3-5-79-247-5F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/247-5F-CTR.pdf
2.5 MB
______________________________________________________________________________________________________
Estimation of the Fatigue Life of a Test Bridge from Traffic Data
30.
1983 ... by Peter W. Hoadley, Karl H. Frank, and Joseph A. Yura · Fatigue studies were conducted on a twin-girder, multilaned highway bridge. Two types of stress histories were measured at several locations on the bridge. One type of stress history was measured during the passage of a test truck of known weight. Stress histories were
247-4 [CTR] ... FHWA/TX-83/8+247-4; CTR 3-5-79-247-4
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/247-4-CTR.pdf
2.3 MB
______________________________________________________________________________________________________
Fatigue Behavior of Welded Joints Subjected to Variable Amplitude Stresses
31.
1983 ... by John M. Joehnk, Karl H. Frank, and Joseph A. Yura · The fatigue behavior of welded steel tees loaded in cantilever bending was examined using simple variable amplitude stress waveforms. These waveforms were developed by superimposing two sine wave signals, i.e., a high frequency/low amplitude signal upon a low
306-1 [CTR] ... FHWA/TX-83/24+306-1; CTR 3-5-81-306-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/306-1-CTR.pdf
7.3 MB
______________________________________________________________________________________________________
Evaluation of the Fatigue Performance of Butt-Welded Splices
32.
1982 ... by Antonio J.F.P. Leite, Karl H. Frank, and Joseph A. Yura · The fatigue performance of flange transition butt-welded splices has been evaluated. Analytical solutions for the stress gradient correction. F sub G, are generated using a finite element method. The 1 to 2-1/2 slope transition recommended by the AASHTO
247-3 [CTR] ... FHWA/TX-82/27+247-3; CTR 3-5-79-247-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase3/247-3.pdf
11.6 MB
______________________________________________________________________________________________________
The Behavior of Beams Subjected to Concentrated Loads
33.
1982 ... Paul B. Summers and Joseph A. Yura · Tests on composite steel and concrete beams, continuous steel beams and simply supported plexiglass model beams, subjected to a concentrated load at midspan have demonstrated a buckling phenomenon where the bottom flange, which is primarily in tension, moves laterally. A
Summers 1982
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/summers-1982.pdf
3.9 MB
______________________________________________________________________________________________________
Field Tests of a Continuous Twin Girder Steel Bridge
34.
1981 ... Joseph a. Yura, Karl H. Frank, A.K. Gupta · The structural behavior of a twin girder continuous steel bridge was studied in the field to provide data for a fatigue evaluation of the structure. Girder strains and deflections were measured under normal traffic and with a 52,000-lb test truck traveling at various speeds up to 50
247-2 [CTR] ... FHWA/TX-81/38+247-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/247-2-CTR.pdf
2.7 MB
______________________________________________________________________________________________________
Analytical Study of the Fatigue Behavior of a Longitudinal Transverse Stiffener Intersection
35.
1981 ... by D.A. Platten, K.H. Frank and J.A. Yura · The fatigue life of the intersection of a longitudinal and transverse stiffener was estimated using the principles of fracture mechanics. A quarter section of a stiffened girder was analyzed using a three-dimensional finite element representation. The intersection area was then studied in
247-1 [CTR] ... FHWA/TX-81/24+247-1; CTR 3-5-79-247-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/247-1-CTR.pdf
4.7 MB
______________________________________________________________________________________________________
An Experimental Study of Bolted Shear Connections
36.
1981 ... K.H. Frank and Joseph A. Yura · A large experimental program which involved approximately 700 tests was used to develop statistically reliable slip loads for bolted shear connections with coated contact surfaces. Four different painting systems were evaluated for use in friction-type connections. Variables included in the study were
FHWA-RD-81-148 ... FHWA-RD-81-148
Full-text Link:
https://ntrl.ntis.gov/NTRL/dashboard/searchResults/titleDetail/PB82201518.xhtml
free download option
______________________________________________________________________________________________________
Friction-Type Bolted Connections with A588 Weathering Steel
37.
1981 ... L. Cayes, K.H. Frank, and Joseph A. Yura · · Publ. by: Federal Highway Administration (FHWA).
FHWA-RD-81-147 ... FHWA-RD-81-147
Full-text Link:
No online resource supplied by publisher
______________________________________________________________________________________________________
New Search

Made possible by the generous support of the
Texas Department of Transportation Research and Technology Implementation Office (RTI)


Center for Transportation Research | Cockrell School of Engineering | The University of Texas at Austin

©2015 Center for Transportation Research | Web Accessibility Policy | Web Privacy Policy


Powered by Inmagic (www.inmagic.com)