Publisher of Iranian Journals and Conference Proceedings

Please waite ..
Publisher of Iranian Journals and Conference Proceedings
Login |Register |Help |عضویت کتابخانه ها

A Study on The Response of Pure-Friction Base Isolated Asymmetric Buildings Subjected to Simultaneous Three Components of Earthquake Excitations

Year: 1382
COI: ICCE06_362_6651154135
Language: EnglishView: 1,953
This Paper With 8 Page And PDF Format Ready To Download

Buy and Download

با استفاده از پرداخت اینترنتی بسیار سریع و ساده می توانید اصل این Paper را که دارای 8 صفحه است به صورت فایل PDF در اختیار داشته باشید.
آدرس ایمیل خود را در کادر زیر وارد نمایید:


H. Shakib - Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
M. Ahmaddieh - Department of Civil Engineering, Yazd University, Yazd, Iran


This study has been performed to evaluate the effects of different input motions on the response of pure-friction base isolated asymmetric buildings subjected to simultaneous three components of earthquake excitations. The pure-friction base isolated asymmetric building is idealized as a three-dimensional single-storey building resting on sliding supports. The plan wise distributions of structural stiffness are asymmetric relative to the xand y-axes. Thus, the center of rigidity (CR) of the structure is eccentric relative to CM (i.e.ex and ey). However, the center of mass (CM) of the top mass and the base mass are assumed to be vertically aligned. The sliding surface is modeled by interface rigid contact elements. The frictional stresses mobilized at the sliding support have ideal coulombfriction characteristics, which is implemented in the analysis by assuming elasto-plastic behavior with very high initial stiffness. The response of the system subjected to threecomponent (including vertical component) and two-component (excluding vertical component) of earthquake excitations is investigated for different earthquakes with different characteristics. The performance of asymmetric pure-friction base-isolated system is investigated with the help of peak response ratio of sliding to fixed base systems. It is observed that the earthquake characteristics significantly affect the response of purefriction base isolated asymmetric buildings.


Paper COI Code

This Paper COI Code is ICCE06_362_6651154135. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
H. Shakib, and M. Ahmaddieh, ,1382,A Study on The Response of Pure-Friction Base Isolated Asymmetric Buildings Subjected to Simultaneous Three Components of Earthquake Excitations,6th International Conference on Civil Engineering,Isfahan,

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :

  • . B. Westermo and F. Udwadia, ،Periodic response of a ...
  • . N. Mostaghel and Tanbakuchi, *Response of sliding structure to ...
  • . Y.B. Yang T.Y. Lee and I.C. Tsai, *Response of ...
  • . A. Mokha, M. C. Constantinu and a. M. Reinhorn, ...
  • . B.C. Lin and I. G. Tadjbakhsh, ،Effect of vertical ...
  • . T. C. Liaw, Q. L. Tian and Y.K. Cheung, ...
  • . Iiba, Masanori, et al, *Shaking table tests On performance ...
  • . R.S. Jangid and T. K. Datta, 4Seismic response of ...
  • response of an asymmetric base isolation structure"', Seismic؛، [9]. R.S. ...
  • . S. Nagarajaiah, _ M. Reinhorn and M. C. _ ...
  • . G. Beer, ،0An isoparametric joint interface element for finite ...
  • . R. D. Krieg and D. N. Krieg, *Accuracy of ...
  • . H., Shakib, and T.K., Datta, «Inelastic response of torsionally ...
  • .H., Shakib, and et al, *Response of torsionally coupled system ...
  • . _ Fuladgar, ،Effect of mul ti-component earthquake On the ...

Research Info Management

Certificate | Report | من نویسنده این مقاله هستم

اطلاعات استنادی این Paper را به نرم افزارهای مدیریت اطلاعات علمی و استنادی ارسال نمایید و در تحقیقات خود از آن استفاده نمایید.


The specifications of the publisher center of this Paper are as follows:
Type of center: دانشگاه دولتی
Paper count: 35,251
In the scientometrics section of CIVILICA, you can see the scientific ranking of the Iranian academic and research centers based on the statistics of indexed articles.

Share this page

More information about COI

COI stands for "CIVILICA Object Identifier". COI is the unique code assigned to articles of Iranian conferences and journals when indexing on the CIVILICA citation database.

The COI is the national code of documents indexed in CIVILICA and is a unique and permanent code. it can always be cited and tracked and assumed as registration confirmation ID.