Tags: Energy Dissipation and Control Systems

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  1. Seismic Tests of Thin Buckling-Restrained Braces

    15 May 2014 | Publications | Contributor(s): Pao-Chun Lin, Yu-Yun Hsiao, An-Chien Wu, Keh-Chyuan Tsai

    Seismic Tests of Thin Buckling-Restrained Braces Tests of 14 thin-profile buckling-restrained braces (Thin-BRB) using the rectangular steel casing were conducted in the Taiwan National Center for...

    https://nees.org/resources/11495

  2. Shaking table tests of a model structure with semi-active resettable devices

    15 May 2014 | Publications | Contributor(s): Roberto Franco-Anaya, Athol J. Carr, J. Geoffrey Chase

    Shaking table tests of a model structure with semi-active resettable devices This paper describes an experimental investigation of a four-storey model structure subjected to seismic excitation and...

    https://nees.org/resources/11323

  3. Testing and Modeling of ISD-111H Viscoelastic Dampers under Wind and Earthquake Loading

    15 May 2014 | Publications | Contributor(s): Yael Daniel, Michael Montgomery, Constantin Christopoulos

    Testing and Modeling of Viscoelastic Dampers made of ISD-111H Material for Wind and Earthquake Loading Viscoelastic dampers have been previously successfully implemented for seismic and wind...

    https://nees.org/resources/11537

  4. The Effect of Slip on the Compressive Behavior of Unbonded Rubber Pads: A Finite Element Approach

    15 May 2014 | Publications | Contributor(s): Saman Rastgoo Moghadam, Dimitrios Konstantinidis

    The Effect of Slip on the Vertical Behaviour of Unbonded Steel-Reinforced Elastomeric Bearings Steel-reinforced elastomeric isolators (SREIs) are considerably more expensive than unbonded...

    https://nees.org/resources/11801

  5. The Effects of Residual Displacement on Gap Damper Performance

    15 May 2014 | Publications | Contributor(s): Hamed Zargar Shotorbani, Keri Ryan, Justin Marshall, Taylor Rawlinson

    The Effects of Residual Displacement on Gap Damper Performance Previous studies on base isolated systems have shown susceptibility to large displacements at the base level, leading to pounding...

    https://nees.org/resources/12193

  6. Validation of Design Method for Aluminum Shear Yielding Damper in Open Ground Story RC Frames Using Full Scale Test

    15 May 2014 | Publications | Contributor(s): Rajarshi Maitra, Durgesh Rai

    Validation of design methodology for Aluminum Shear Yielding Damper strengthened Open Ground Story RC frame by full scale test Open ground story (OGS) buildings have consistently performed poorly...

    https://nees.org/resources/11989