Publisher of Iranian Journals and Conference Proceedings

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

Ductility demand distribution of asymmetric multi-story R/C buildings

Year: 1390
COI: NCCE06_0284
Language: EnglishView: 1,732
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:


Amir M. Halabian - Faculty of Civil Engineering, Isfahan University of Technology
Mohammad S. Birzhandi - Master of Science in Structure


To evaluate the influences of the number of stories on the torsional response and ductility demand distribution in the plan and the height of plan asymmetric RC dual lateral load resistant multi-story buildings, three categories of structural models that contain 8-, 14- and 20-stories buildings (with the wide range of eccentricity values) are subjected to an assemblage of ordinary and near-fault ground motions. The approach of modeling has been used, is more accurate for multi-storey R/C structures, because it redefines the stiffness from the strength in each time step. According to the findings, the torsional effects, decreases for high-rise structures where the lateral natural period increases.


Paper COI Code

This Paper COI Code is NCCE06_0284. 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:
Halabian, Amir M. and Birzhandi, Mohammad S.,1390,Ductility demand distribution of asymmetric multi-story R/C buildings,6th National Congress on Civil Engineering,Semnan,

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 :

  • Tso, W. K., and Sadek, A. W., (1985), "Inelastic seismic ...
  • seismic inelastic deformation caused by structural Additional:ه 2.Tso, W. K., ...
  • Mittal, A. K., and Jain, A. K., (1995), "Effective strength ...
  • Chandler, A. M., and Duan, X. N., (1991), ":Evaluation of ...
  • Tso, W. K., and Zhu, T. J. (1992), "Design of ...
  • Duan, X. N. and Chandler, A. M., (1993), "Inelastic seismic ...
  • Stathopoulos, K. G., and A nagnostopolos , S. A., (2003), ...
  • Stathopoulos, K. G, and A nagnostopolos, S. A., (2005), "Inelastic ...
  • Sommer, A., and Bachmann. H., (2005), :Seismic behavior of asymmetric ...
  • Fern andez-Davila, V.I. and Cruz, E.F. (2006), "Parametric study of ...
  • Goel, R. K., and Chopra, A. K., (1990), :Inelastic seismic ...
  • April 26-27, 2011, Semnan University, Semnan, Iran ...

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: 15,026
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.

New Papers

New Researchs

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.