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find (Author =Manuel Lance)
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Filed Tests and Analytical Studies of the Dynamic Behaviour and the Onset of Galloping in Traffic Signal Structures
1.
2007 ... Micah J. Florea, Lance Manuel, Karl H. Frank and Sharon L. Wood · Unpredictable fatigue failures of cantilevered traffic signal structures in Texas and throughout the United States in recent years have created the need to study their fatigue behavior. Based on recent research, the American Association of State Highway and
4586-1 [CTR] ... 0-4586-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_4586_1.pdf
______________________________________________________________________________________________________
Field Testing of Cantilevered Traffic Signal Structures Under Truck-Induced Gust Loads
2.
2007 ... Matthew N. Albert, Lance Manuel, Karl H. Frank and Sharon L. Wood · Changes in the AASHTO fatigue design equations for truck-induced gust loads have been made in recent years. However, there has not been any long-term field testing of cantilevered traffic signal structures to verify the design equations. In this study, two
4586-2 [CTR] ... 0-4586-2
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_4586_2.pdf
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Revision of AASHTO Fatigue Design Loadings for Signs, Luminaires, and Traffic Signal Structures, for Use in Texas
3.
2007 ... RS: Chris W. Letchford; Researchers: Andrew Budek [and four others] · New provisions for fatigue design in Section 11 of the Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals issued in 2001 have made it difficult to find economical AASHTO-compliant design solutions for
4586 Summary [TechMRT] ... PSR 0-4586-S ... Project Summary Report, 0-4586
Full-text Link:
http://library.ctr.utexas.edu/hostedpdfs/txdot/psr/4586.pdf
______________________________________________________________________________________________________
Software for Computing Annual Frequency of Collapse for a Bridge
4.
2006 ... Lance Manuel · VIOB (Vessel Impact on Bridges) is a software that was developed in order to make possible the large number of calculations necessary to estimate the return period associated with collapse of a bridge spanning a waterway. Making use of the assembled database on vessel traffic, the waterways, and the
4650-P1 [CTR] ... Product 0-4650-P1
Full-text Link:
http://library.ctr.utexas.edu/digitized/products/0-4650-P1.zip
13.3 MB ZIP
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A Probabilistic Analysis of the Frequency of Bridge Collapses due to Vessel Impact. Volumes I-IV
5.
2006 ... Lance Manuel [and six others] · The collapse of the Queen Isabella Causeway in 2001, caused by a vessel collision, sent an alarming message to the state of Texas that vessel impact on bridges is a serious issue and that the possibility of such accidents needs to be considered in the design and evaluation of any bridge spanning a
4650-1 [CTR] ... 0-4650-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_4650_1.pdf
______________________________________________________________________________________________________
Vessel Impact on Bridges
6.
2005 ... RS: Lance Manuel; Researchers: Loukas F. Kallivokas and Eric B. Williamson · The collapse of the Queen Isabella Causeway Bridge resulting from a vessel collision motivated this study that recognizes that vessel impact on bridge is a serious issue and that the likelihood of such accidents needs to be carefully evaluated in the design
4650 Summary [CTR] ... PSR 0-4650-S ... Project Summary Report, 0-4650
Full-text Link:
http://library.ctr.utexas.edu/hostedpdfs/txdot/psr/4650.pdf
______________________________________________________________________________________________________
Optimal Inspection of Fracture- Critical Steel Trapezoidal Girders : A Summary
7.
2004 ... H.-Y. Chung, L. Manuel, and K. H. Frank · · Publ. by: University of Texas at Austin. Center for Transportation Research (CTR).
2135 Summary [CTR] ... PSR 0-2135-S ... Project Summary Report, 0-2135
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_2135_S.pdf
______________________________________________________________________________________________________
Development of a new methodology for characterizing pavement structural condition for network-level applications
8.
2003 ... Zhanmin Zhang [and three others] · Huge quantities of bituminous mix in the form of seal coats and HMAC thin overlays are applied by the TxDOT every year to improve ride quality and seal existing cracks, but these measures do not correct possible underlying weakneses that will cause roughness or distress to quickly
4322-1 [CTR] ... 0-4322-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_4322_1.pdf
______________________________________________________________________________________________________
Optimal Inspection of Fracture-Critical Steel Trapezoidal Girders
9.
2003 ... Hsin-Yang Chung, Lance Manuel and Karl H. Frank · A reliability-based procedure for inspection scheduling of steel bridges is proposed to yield the optimal (most economical) inspection strategy that meets an acceptable safety level through the planned service life. Two fatigue reliability formulations that can be applied
2135-1 [CTR] ... 0-2135-1
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_2135_1.pdf
______________________________________________________________________________________________________
Summary of Research Findings on the Development of a New Methodology for Characterizing Pavement Structural Condition for Network-Level Applications
10.
2003 ... Zhanmin Zhang, Lance Manuel, Ivan Damnjanovic, and Zheng Li · · Publ. by: University of Texas at Austin. Center for Transportation Research (CTR).
4322 Summary [CTR] ... PSR 0-4322-S ... Project Summary Report, 0-4322
Full-text Link:
http://ctr.utexas.edu/wp-content/uploads/pubs/0_4322_S.pdf
______________________________________________________________________________________________________
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