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2003

CCEER-03-1
Wehbe, N. and Saiidi, M., "User's Manual for SPMC v. 1.0, A Computer Program for Moment-Curvature Analysis of Reinforced Concrete Sections with Interlocking Spirals," Civil Engineering Department, University of Nevada, Reno, Report No. CCEER 03-1, May 2003

CCEER-03-2
Wehbe, N. and Saiidi, M., "User's Manual for RCMC v. 2.0, A Computer Program for Moment-Curvature Analysis of Confined and Unconfined Reinforced Concrete Sections," Civil Engineering Department, University of Nevada, Reno, Report No. CCEER 03-2, June 2003

CCEER-03-3
Nada, H., Sanders, D., and Saiidi, M., " Seismic Performance of RC Bridge Frames with Architectural-Flared Columns," Civil Engineering Department, University of Nevada, Reno, Report No. CCEER 03-3, January 2003

CCEER-03-4
Reinhardt, E., Saiidi, M. , Siddhatthan, R. "Seismic Performance of a CFRP/ Concrete Bridge Bent on Flexible Footings." Civil Engineering Department, University of Nevada, Reno. Report No. CCEER 03-4, August 2003

CCEER-03-5
Johnson, N., Saiidi, M., Itani, A., "Seismic Retrofit of Octagonal Columns with Pedestal and One-Way Hinge at the Base," Civil Engineering Department , University of Nevada, Reno, Report No. CCEER 03-5, August 2003

CCEER-03-6
Mortensen, C., Saiidi, M. and Ladkany, S., "Creep and Shrinkage Losses in Highly Variable Climates," Center for Civil Engineering Earthquake Research, Department of Civil Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-03-6, September 2003

CCEER-03-7
Ayoub, C., Saiidi, M., and Itani, A., "A Study of Shape-Memory-Alloy-Reinforced Beams and Cubes," Center for Civil Engineering Earthquake Research, Department of Civil Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-03-7, October 2003

CCEER-03-8
Chandane, S., Sanders, D., and Saiidi, M., "Static and Dynamic Performance of RC Bridge Bents with Architectural-Flared Columns," Center for Civil Engineering Earthquake Research, Department of Civil Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-03-8, November 2003

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