Real-Time Testing of a Full-Scale Frame with Viscoelastic Dampers

The Viscoelastic-Large Deformation Response of the Taylor Impact Cylinder

A Uniaxial Constitutive Model Accounting for Viscoelasticity and Damage Evolution under Cyclic Loading

Energy Dissipation in Concrete Materials Due to Viscoelastic and Damage Mechanisms

Inelastic Strains of Porous Saturated Media

Dynamic Stability of Viscoelastic Structures under Stochastic Loading

Heat and Moisture Absorption Effects in Composites; Theory and Experiments

Age, Deformation, and Temperature Effects of Viscoelastic Materials Under Large Deformations

Stochastic Response of Systems with Linear Hysteretic Damping

Cohesive Crack Model with Rate-Dependence and Viscoelasticity

Viscoelastic Modeling of Paper

A Hybrid Numerical Technique, Combining the Finite Element and Boundary Element Methods, for Modeling Elastodynamic Scattering Problems

A Fundamental Study on the Discontinuities and Heterogeneities of Asphalt Concrete

Dynamic Stability of Viscoelastic Plates Subjected to Ramdomly Varying In-Plane Loads

Utilizing Visco-Elastic Dampers in the Seismic Retrofit of a Thirteen Story Steel Framed Building
A 13 story steel framed building in Santa Clara Country, California exhibited strong beating effects (torsional coupling) and prolonged building response as result of various seismic events....

Rate Dependent Plasticity and Damage for Concrete

How Do Geosynthetics Improve Pavement's Performance

Modeling Viscoelastic Behavior of Hot Mix Asphalt (HMA) Using Discrete Element Methods

Viscoelastic Dampers for Seismic Pounding Mitigation
A hysteretic model for viscoelastic (VE) damper is explained. The model accurately accounts for the effects of excitation frequency as well as temperature of the damper. Benefit of using...

Rheometry of Natural Sediment Slurries
Recent experimental analyses of natural sediment slurries yield diverse results yet exhibit broad commonality of rheological responses under a range of conditions and shear rates. Results...

 

 

 

 

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