Practical Issues in Structural Control

Gomez, D., Rietdyk, S., & Dyke, S. J. (2021, June). Spatio-temporal assessment of gait kinematics in vertical pedestrian-structure interaction. In Structures (Vol. 31, pp. 1199-1206). Elsevier.

Gomez, D., Dyke, S. J., & Rietdyk, S. (2018). Experimental Verification of a Substructure-Based Model to Describe Pedestrian–Bridge Interaction. Journal of Bridge Engineering. 23(4). DOI: 10.1061/(ASCE)BE.1943-5592.0001204.

Maghareh, A., Silva, C.E., Dyke, S.J., (2018). Parametric model of servo-hydraulic actuator coupled with a nonlinear system: Experimental validation. Mechanical Systems and Signal Processing. DOI: 10.1016/j.ymssp.2017.11.009.

Maghareh, A., Silva, C.E., Dyke, S.J., (2018). Servo-hydraulic actuator in controllable canonical form; Identification and experimental validation. Mechanical Systems and Signal Processing. DOI: 10.1016/J.YMSSP.2014.07.022.

Wilbee, A., Pena, F., Dyke, S.J., Bilionis, I., & Pandita, P. (2016). Quantifying Recovery for Structures Incorporating Control, International Conference on Smart Infrastructure and Construction (ICSIC), Cambridge Centre for Smart Infrastructure and Construction, Cambridge, UK.

Wilbee, A., Pena, F., Condori, J., Sun, Z., & Dyke, S.J. (2015). Fragility Analysis of Structures Incorporating Control, 6th International Conference on Advances in Experimental Structural Engineering - 11th International Workshop on Advanced Smart Materials and Smart Structures Technology (6AESE/11ANCRiSST), University of Illinois, Urbana-Champaign, IL.

Xu, B., He, J., Rovekamp, R., & Dyke, S. J. (2012). Structural parameters and dynamic loading identification from incomplete measurements: approach and validation. Mechanical systems and signal processing. 28, 244-257. DOI: 10.1016/j.ymssp.2011.07.008.

Tan, P., Dyke, S.J., Richardson, A., & Abdullah, M. (2005). Integrated Device Placement and Control Design in Civil Structures Using Genetic Algorithms. Journal of Structural Engineering (ASCE).  131 (10), 1489-1496.

Williams, S. (2004).  Fault Tolerant Design for Smart Damping Systems. MS Thesis. Washington University, St. Louis, MO.

Giraldo, D., Yoshida, O., Dyke, S.J., & Giacosa, L. (2004). Control-Oriented System Identification Using ERA.  Journal of Structural Control. 11 (4), 239-257.

Ohtori, Y., Christenson, R. E., Spencer Jr, B. F., & Dyke, S. J. (2004). Benchmark control problems for seismically excited nonlinear buildings. Journal of Engineering Mechanics, 130(4), 366-385. DOI: 10.1061/(ASCE)0733-9399(2004)130:4(366)

Hyun, S. (2001). Development of a Smart Damping System for Aircraft Avionics. MS Thesis. Washington University, St. Louis, MO. 

Jansen, L. (1999). Response Modification of Buildings and Bridges: Comparative Studies in Seismic Control. MS Thesis. Washington University, St. Louis, MO.

Dyke, S.J. (1996). Acceleration Feedback Control Strategies for Active and Semi-active Control Systems: Modeling, Algorithm Development, and Experimental Verification. University of Notre Dame. Notre Dame, Indiana. 

Battaini, M., & Dyke S.J. (1998). Fault Tolerant Structural Control Systems for Civil Engineering Applications, Journal of Structural Control. 5, 5-29.

Spencer, B. F., Dyke, S. J., & Deoskar, H. S. (1998). Benchmark problems in structural control: Part I-Active mass driver system. Earthquake Engineering and Structural Dynamics, 27(11), 1127-1140.

Dyke, S.J., Spencer, B.F., Quast, P., & Sain, M.K. (1995). The Role of Control-Structure Interaction in Protective System DesignJournal of Engineering Mechanics (ASCE). 121 (2), 322-338. 

Quast, P., Sain, M.K., Spencer, B.F., & Dyke, S.J. (1995). Microcomputer Implementations of Digital Control Strategies for Structural Response Reduction, Microcomputers in Civil Engineering: Special Issue on New Directions in Computer Aided Structural System Analysis, Design and Optimization. 10, 13-25. 

Dyke, S.J., Spencer, B.F., Quast, P., Kaspari, D.C., & Sain, M.K. (1994). Implementation of an Active Mass Driver Using Acceleration Feedback Control, Microcomputers in Civil Engineering: Special Issue on Active and Hybrid Structural Control. 11, 305-323.