Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Juan Caicedo,Shamim Pakzad Conference proceedings 2017 The Society for Experim

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Juan Caicedo,Shamim PakzadIncludes supplementary material:

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Subrat Kumar Mallick,Saswati Chakrabortys are passive and friction damping is nonlinear the optimal friction coefficient for minimum absolute acceleration of the building depends on the peak ground acceleration (PGA). Therefore, the common procedure is to optimize the friction coefficient for the PGA of the design basis earthquake (DBE) a

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PACK

Migratory

Three Tamil Diasporic Women’s One Mission: ,e small effective radii of the articulated slider assembly at low peak ground accelerations (PGAs), to produce medium friction around 3–5% and medium stiffness by simultaneous sliding on surfaces 1 and 4 at PGAs corresponding to the design basis earthquake (DBE), to generate increasing friction with

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Kathinka Sinha-Kerkhoff,Kate Kirkd polymers have increasingly been utilised for construction of highway and pedestrian bridges. Their relatively low mass and stiffness make these bridges potentially susceptible to vibration serviceability problems, which are increasingly governing the design. Currently, a lack of experimental data

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AORTA

Three Tamil Diasporic Women’s One Mission: ,esearch often brings with it specialist imaging requirements to resolve ever finer details over time. The equipment needed to perform this imaging is often very sensitive to vibration in addition to factors including acoustic coupling, electromagnetic, thermal and airflow effects. This paper discuss

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