Development of Passive Damper Using High Damping Rubber for Wooden Houses

Nakao, Masato; Yamaguchi, Naohito; Furuta, Tomoki; Mikoshiba, Tadashi

doi:10.3130/aijt.18.889

Cited by 3 publications

(2 citation statements)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…with G'(ω) and G′'(ω) the shear moduli. For the current research study, a high damping rubber compound was taken into account for the VE layer (ξ = 20%), with G′ = 0.35 MPa [70,71]. In terms of small gaskets at the interface between the steel bracket and the VE layer, conversely, an hard compound was considered (G′ = 1.2 MPa).…”

Section: Connector Prototype Preliminary Considerations and Design Smentioning

confidence: 99%

Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls

Bedon

2018

Journal of Building Engineering

View full text Add to dashboard Cite

Section: Connector Prototype Preliminary Considerations and Design Smentioning

confidence: 99%

Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls

Bedon

2018

Journal of Building Engineering

View full text Add to dashboard Cite

“…The prototype of Fig. 3 takes inspiration from classical viscous dampers investigated since decades for the seismic mitigation of tall buildings, see for example [30][31][32][33]. In [30], based on experimental studies, it was shown that the static and dynamic response of such dampers is characterized by a rather stable linear viscous behaviour, with limited effects of temperature variations.…”

Section: Design Concept and Theoretical Backgroundmentioning

confidence: 99%

Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls

Bedon

Amadio

2017

Engineering Structures

View full text Add to dashboard Cite

Glazing facades are widely used in building structures, due to a series of aesthetic, thermal, lightening aspects. From a structural point of view, under the action of exceptional loads as impacts, explosions or seismic events, the glazing envelopes often represent the critical component for multi-storey buildings, due to the typically brittle behavior and limited tensile resistance of the glass panes, hence requiring specific design concepts. In this paper, the feasibility and potential of special mechanical connectors interposed at the interface between a given multi-storey primary building structure and the glazing facade are extensively investigated via accurate Finite-Element models, under the action of a set of seven natural seismic records. As shown, the proposed vibration control devices can markedly improve the dynamic performance of the traditional structure, both in terms of global (i.e. building seismic response) and local performances (i.e. at the component level). The final result, once the input parameters of the vibration control devices are properly designed, is an assembled structural system in which the glazing façade works as passive control system for the primary structure

show abstract

Examination of Performance of Oil Damper for Houses Connecting Foundation and Ceiling with Oscillator (Effectiveness of Various Shapes of Oscillator)

2018

View full text Add to dashboard Cite

Development of Passive Damper Using High Damping Rubber for Wooden Houses

Cited by 3 publications

References 0 publications

Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls

Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls

Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls

Examination of Performance of Oil Damper for Houses Connecting Foundation and Ceiling with Oscillator (Effectiveness of Various Shapes of Oscillator)

Contact Info

Product

Resources

About