مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

265
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

141
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

1

Information Journal Paper

Title

SEISMIC RESPONSE OF ASYMMETRIC SYSTEMS WITH LINEAR AND NON-LINEAR VISCOUS DAMPERS

Pages

  1-20

Abstract

 The SEISMIC RESPONSE of linearly elastic, single-storey, one-way ASYMMETRIC building with linear and NON-LINEAR VISCOUS DAMPERs is investigated. The response is obtained by numerically solving the governing equations of motion. The effects of eccentricity ratio, uncoupled lateral time period, ratio of uncoupled torsional to lateral frequency and SUPPLEMENTAL DAMPING ECCENTRICITY ratio are investigated on peak responses which include lateral, torsional and edge displacements and their acceleration counter parts as well as control forces. To study the effectiveness of dampers, the controlled response of ASYMMETRIC system is compared with the corresponding uncontrolled response. Further, to study the effects of torsional coupling, the controlled response of ASYMMETRIC system is compared with the corresponding symmetric system. It is shown that the NON-LINEAR VISCOUS DAMPERs are quite effective in reducing the responses and the damper force depends on system asymmetry and supplemental damping. Also, the effectiveness of dampers significantly depends on structural and damping eccentricity ratio and torsional to lateral frequency ratio and the effects of torsional coupling are found to be more significant for torsionally flexible and strongly coupled systems. Further, effects of torsional coupling are less for ASYMMETRIC systems with non-linear dampers as compared to linear dampers.

Cites

References

  • No record.

    • Cite

    APA: Copy

    MEVADA, SNEHAL V., & JANGID, R.S.. (2012). SEISMIC RESPONSE OF ASYMMETRIC SYSTEMS WITH LINEAR AND NON-LINEAR VISCOUS DAMPERS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 4(-), 1-20. SID. https://sid.ir/paper/319720/en

    Vancouver: Copy

    MEVADA SNEHAL V., JANGID R.S.. SEISMIC RESPONSE OF ASYMMETRIC SYSTEMS WITH LINEAR AND NON-LINEAR VISCOUS DAMPERS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2012;4(-):1-20. Available from: https://sid.ir/paper/319720/en

    IEEE: Copy

    SNEHAL V. MEVADA, and R.S. JANGID, “SEISMIC RESPONSE OF ASYMMETRIC SYSTEMS WITH LINEAR AND NON-LINEAR VISCOUS DAMPERS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 4, no. -, pp. 1–20, 2012, [Online]. Available: https://sid.ir/paper/319720/en

    Related Journal Papers

  • No record.

    • Related Seminar Papers

  • No record.

    • Related Plans

  • No record.

    • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button