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Rotations in the transient response of nonlinear shear beam, 2006
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Wave method for structural system identification and health monitoring of buildings based on layered shear beam model
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Controlled substructure identification for shear structures
Low-cycle fatigue effects in reduced-beam section moment connections
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Design, modeling and analysis of piezoelectric forceps actuator
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Mathematical model and numerical analysis of a shape memory polymer composite cantilever beam for space applications
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Structural system identification and health monitoring of buildings by the wave method based on the Timoshenko beam model
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Seismic analysis and shake table modeling: using a shake table for building analysis
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Coupling intravascular shear stress with endoluminal impedance to detect pre-atherosclerosis regions
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An approach to dynamic modeling of percussive mechanisms
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Model, identification & analysis of complex stochastic systems: applications in stochastic partial differential equations and multiscale mechanics
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Microfluidic cell sorting with a high frequency ultrasound beam
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Development of precast concrete and steel hybrid special moment-resisting frames
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Next generation seismic resistant structural elements using high-performance materials
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Long range internal stresses in cyclically deformed copper single crystals; and, Understanding large-strain softening of aluminum in shear at elevated temperatures
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Seismic retrofitting with cost effectiveness
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A complete time-harmonic radiation boundary for discrete elastodynamic models
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Ballistic impact support loads on a hinged beam
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The Natural Modes And Frequencies Of A Uniform Curved Beam Vibrating In The Plane Of The Beam
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Effect of shear walls on dynamic response of frames
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Analytical and experimental studies in system identification and modeling for structural control and health monitoring
Quantification and modeling of sensorimotor dynamics in active whisking
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Transient response of beams to correlated random excitation applied at the boundaries
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An Eigenvalue Study Of An Euler-Bernoulli Beam Supported At Two Arbitrarypoints
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