Shamim Rahman

Professor

  • 919-515-7633
  • Mann Hall 408

Education

Ph.D. 1977

Civil Engineering

University of California, Berkeley

M.S. 1972

Civil Engineering

Indian Institute of Technology-Kanpur

B.S. 1969

Civil Engineering

Bihar University

Research Description

Dr. Rahman is interested in geomechanics, soil dynamics, numerical methods, probabilistic analysis, containment transport in groundwater.

Publications

Low-cycle fatigue and ratcheting responses of elbow piping components
Hassan, T., Rahman, M., & Bari, S. (2015), Journal of Pressure Vessel Technology, 137(3).
Constitutive models in simulating low-cycle fatigue and ratcheting responses of elbow
Hassan, T., & Rahman, M. (2015), Journal of Pressure Vessel Technology, 137(3).
Preliminary structural design of OCAES vessel
Xiao, J. F., Gabr, M., & Rahman, M. S. (2014), (33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, vol 9B: Ocean Renewable Energy, ).
Evaluation of plate anchors capacity in saturated soils using different constitutive models
Aghazadeh, Z., Rahman, M. S., & Gabr, M. A. (2014), (33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, vol 3, ).
Application of artificial neural networks to predict the bond strength of FRP-to-concrete joints
Mashrei, M. A., Seracino, R., & Rahman, M. S. (2013), Construction & Building Materials, 40, 812-821.
Standing wave-induced dynamic response and instability of seabed under a caisson breakwater
Ulker, M. B. C., Rahman, M. S., & Guddati, M. N. (2010), (Proceedings of the ASME 29th International Conference on Ocean, Offshore and Arctic Engineering, 2010, vol 1, ) (pp. 737-746).
Wave-induced dynamic response and instability of seabed around caisson breakwater
Ulker, M. B. C., Rahman, M. S., & Guddati, M. N. (2010), Ocean Engineering, 37(17-18), 1522-1545.
Neural networks model and adaptive neuro-fuzzy inference system for predicting the moment capacity of ferrocement members
Mashrei, M. A., Abdulrazzaq, N., Abdalla, T. Y., & Rahman, M. S. (2010), Engineering Structures, 32(6), 1723-1734.
Wave-induced response of seabed: Various formulations and their applicability
Ulker, M. B. C., Rahman, M. S., & Jeng, D. S. (2009), Applied Ocean Research, 31(1), 12-24.
Response of saturated and nearly saturated porous media: Different formulations and their applicability
Ulker, M. B. C., & Rahman, M. S. (2009), International Journal for Numerical and Analytical Methods in Geomechanics, 33(5), 633-664.

View all publications via NC State Libraries

Grants

Pile Length Determination at Unknown Bridge Foundations
State of Alaska, Department of Transportation(9/23/15 - 9/30/17)
Improved Estimation of Embedded Pile Length for Reuse or for Pile Scour Evaluation
NC Department of Transportation(7/01/15 - 9/30/16)
Fuzzy Neural Network Models for Geotechnical Problems
NC Department of Transportation(7/01/04 - 6/30/07)