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PART I PART I PART I
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Agrawal A., Y. Zhihua and M. Ettouni, Bridge Security and Blast Resistance Design, CUNY, 2004. Ballard, T., A. Krimotat and R. Mutobe, Utilizing Pushover Analysis for Seismic Performance of Steel Bridge Structures, SC Solutions, Inc., Santa Clara, CA. Blue Pages, New York State Department of Transportation, March 2000. Bozorgnia, Yousef and V V Bertero, Earthquake Engineering, CRC Press, 2004. . . Bridge Design Code, New York City Department of Transportation, 1996. Bridge Design Manual, 2003, New Jersey Department of Transportation. Bridge Design Manual (DM 4), Pennsylvania Department of Transportation, 1998. Bridge Seismic Retro t Manual and Its Applications in Missouri Highway Bridges, Federal Highway Administration. Buchheit, John A. and Harry Capers, Constructible and Economical Seismic Retro ts for Existing Bearings, New Jersey Department of Transportation, Trenton, NJ. Buckle, I. G. and I. M. Friedland, Improved Screening Procedure for Seismic Retro tting of Highway Bridges, Fourth International Bridge Engineering Conference, Transportation Research Board, San Francisco, CA, 1995. Comprehensive Speci cation for the Seismic Design of Bridges, National Cooperative Highway Research Program, TRB, 2002. Computer Software for Earthquake Engineering, National Information Service for Earthquate Engineering, University of California, Berkeley, 1993. Cooper, et al, The Northridge Earthquake, Federal Highway Administration. Dekker, David R., The Repair and Strengthening of Reinforced Concrete Bridge Piers, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, March 1992. Farrar, Charles R. and Thomas A. Duffey, Bridge Modal Properties Using Simpli ed Finite Element Analysis, Journal of Bridge Engineering, American Society of Civil Engineers, February 1998. Freeman, S. A., Performance Based Seismic Engineering: Past, Current and Future, WJE Associates. Garden State Parkway Seismic Prioritization Program, Section 3, Bridge Vulnerability Ratings, Appendix A, New Jersey Turnpike Authority. Hipleyof ce, Patrick, Earthquate Engineering, Bridge Retro t Construction Techniques, Proceedings of the Second National Seismic Conference on Bridges and Highways, 1997. Idriss, I. M., An Update of the Seed-Idriss Simpli ed Procedure for Evaluating Liquefaction Potential, Transportation Research Board Workshop, Washington, DC, January 1999. Kawashima, K., Seismic Strengthening and Repair of Highway Bridges in Japan, Proceedings of the First U.S.-Japan Workshop on Seismic Retro t of Bridges, Public Works Research Institute, Ministry of Construction, Tsukaba Science City, Japan, December 17 18, 1990. Liao, S. S. C., et al, Regression Models for Evaluating Liquefaction Probability, Journal of Geotrechnical Engineering, Vol. 114, No. 4, pp. 389 411. Mackie, A.M., Kevin, ASCE and Bo idar Stojadinovi, A.M., ASCE. Maffei, J., The Seismic Evaluation and Retro tting of Bridges, Ph.D. Thesis, University of Canterbury, CALTRANS Memos to Designers, Memo 20-4, March 1995. Maharashtra Emergency Earthquake Rehabilitation Programme, Revenue and Forests Department, Mumbai, India. Malik, Ayaz H., Seismic Retro t Of Steel Bridges, Modern Steel Construction, March 1997. National Cooperative Highway Research Program (NCHRP)/Multidisciplinary Center for Earthquake Engineering Research (MCEER), 2001, Project 12-49.
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The _dos_findnext( ) function continues a search started by _dos_findfirst( ). The buffer pointed to by ptr must be the one used in the call to _dos_findfirst( ).
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You can repeatedly execute a sequence of code by creating a loop. C# supplies a powerful assortment of loop constructs. The one we will look at here is the for loop. Like the if statement, the C# for loop is similar to its counterpart in C, C++, and Java. The simplest form of the for loop is shown here: for(initialization; condition; iteration) statement; In its most common form, the initialization portion of the loop sets a loop control variable to an initial value. The condition is a Boolean expression that tests the loop control variable. If the outcome of that test is true, the for loop continues to iterate. If it is false, the loop terminates. The iteration expression determines how the loop control variable is changed each time the loop iterates. Here is a short program that illustrates the for loop:
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DISPOSITION
Additional References Cited
Five
Writing a Macro in Visual Basic for Applications
HISTORY
Vehicle speed (mph) Tire rolling resistance C r Brake and steering resistance C r Total rolling force (lbs) Still air drag force (lbs) Relative wind factor C w Relative wind drag force (lbs) Total drag force, level (lbs) Total drag torque, level (ft-lbs) Sin f, f = Arc tan 5% incline Cos f, f = Arc tan 5% incline Incline force WSin f (lbs) Rolling drag force C r WCos f (lbs) Total drag force, 5% (lbs) Total drag torque, 5% (ft-lbs) Sin (Arc tan 10% incline) Cos (Arc tan 10% incline) Incline force WSin f (lbs) Rolling drag force C r WCos f (lbs) Total drag force, 10% (lbs) Total drag torque, 10% (ft-lbs)
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The same voltage, V, exists across each of the loads. Ohm s Law predicts the currents through the loads: I1 = V/R1, I2 = V/R2, I3 = V/R3, etc. Total current, I, is the sum of currents: I = I1 + I2 + I3, etc. = V(1/R1 + 1/R2 + 1/R3, etc.) In other words, 1/R = 1/R1 + 1/R2 + 1/R3, etc.
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