Publisher of Iranian Journals and Conference Proceedings

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

Investigation of seismic energy absorption of FRP and steel sheets as reinforcement of reinforced concrete columns

Year: 1397
Language: EnglishView: 233
This Paper With 12 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 12 صفحه است به صورت فایل PDF در اختیار داشته باشید.
آدرس ایمیل خود را در کادر زیر وارد نمایید:


Mahdieh Marashi - Graduate student of Civil Engineering, Road and Transportation, Payam Noor Tehran-Shomal University,


In this research, a variety of retrofitting on a reinforced concrete column has been studied using profile and steel plate and FRP. Models include a simple reinforced concrete column, a reinforced concrete reinforced concrete column with a FRP layer, reinforced concrete columns Two layers of FRP, reinforced steel reinforced concrete columns with a 10mm thick steel sheet, reinforced concrete reinforced concrete columns with a thickness of 20mm steel and reinforced concrete columns reinforced with an angle of four sides of the column, connected to each other with a parallel clamp is. Simulation of concrete columns reinforcement models has been performed in finite element method. The results of the simulation of different models of concrete column reinforcement show that the amount of lateral force in a uniform displacement is 166.5N in a simple concrete column model, and in the model with two FRP layers up to 366N, and in the sixth model with a steel protrusion The four sides of the column are parallel with the bolt, reaching 372N, indicating that the reinforcement in this case has increased the 34per cent increase in lateral force through the concrete column. In other words, the best performance is related to reinforced concrete columns using a steel bundle and steel belt, which has the highest energy absorption, followed by models with FRP polymer, which increases energy absorption and increases ductility It has been shown to be more suitable, and the use of thicker steel sheets could be equivalent to the use of double-layered FRP to deplete seismic energy.


Paper COI Code

This Paper COI Code is GERMANCONF02_093. 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:
Marashi, Mahdieh,1397,Investigation of seismic energy absorption of FRP and steel sheets as reinforcement of reinforced concrete columns,Second International Congress of Science and Engineering,

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: پیام نور
Paper count: 63,607
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

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.