Deformation Based Damage Limits of the Ductile Reinforced Concrete Shear Walls

نویسندگان

چکیده

Perde duvarlar?n deprem performans?n?n belirlenmesi için do?rusal olmayan davran??lar? ile ?ekil de?i?tirme esasl? hasar s?n?rlar? ara?t?r?lm??t?r. Bu amaçla yap?lan çal??mada on adet farkl? parametreye sahip süneklik düzeyi yüksek betonarme perde duvar modelleri tasarlanarak çözümlemeleri yap?lm??t?r. Betonarme de?i?tirmeye göre de?erlendirme ve tasar?m? etkin kesit rijitli?i, rijitlik katsay?s? akma dönmesi de?erleri elde edilmi?tir. Analitik olarak ara?t?r?lan parametreler TBDY 2018 hükümlerinden kesitlerin moment-e?rilik ili?kilerinden hesaplanm??t?r. Daha sonra performanslar?n?n 2018’de tan?mlanan analitik Göçmenin Önlenmesi, Kontrollü Hasar S?n?rl? performans seviyeleri plastik dönme duvarlar s?n?rlar?na taleplerine kar??l?k gelen gözlenmi? de?erlendirilmi?-tir. modellerinde düzeyleri olu?an de?erleri, yatay donat? oran?na hesaplanan beton toplam birim de?i?tirmeleri eksenel yük seviyelerinde hesaplanarak Yatay oran?, dü?ey oran? seviyesi gibi, göçme öncesi e?rilik de?erlerini etkileyen yönetmeli?in öngördü?ü s?n?rlar?n? etkilemektedir. oran?n?n artmas? aral???n?n azalmas? sonucunda kesitleri daha güvenli yönde kalmaktad?r.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Shear and Flexural Stiffnesses of Reinforced Concrete Shear Walls Subjected to Cyclic Loading

Seismic analyses of concrete structures under maximum-considered earthquakes require the use of reduced stiffness accounting for cracks and degraded materials. Structural walls, different to other flexural dominated components, are sensitive to both shear and flexural stiffness degradations. Adoption of the gross shear stiffness for walls in seismic analysis prevails particularly for the design...

متن کامل

A Macro-model for Nonlinear Analysis of 3D Reinforced Concrete Shear Walls

Architectural limitations in many situations make it necessary for the RC shear walls to be extended in plan in different directions at a single location that makes them a 3D configuration. Analysis of such walls is very challenging. In this research about 450 cases of 3D shear walls are considered with different shapes and heights. L, T and H-shape walls are studied. They are nonlinearly analy...

متن کامل

Research on Deformation Behavior of Reinforced Concrete Composite Shear Wall with Concealed Bracings Based on Performamce

Article history: Received: 14.5.2014. Received in revised form: 20.1.2015. Accepted: 14.5.2015. In order to determine the deformation capacity of reinforced concrete composite shear wall with concealed bracings at different performance levels, some previous research of domestic scholars are reviewed by analyzing 89 shear wall specimens using a performance-based seismic design method. The perfor...

متن کامل

A Blind Prediction Test of Nonlinear Analysis Procedures for Reinforced Concrete Shear Walls

A full scale slice of a 7 story reinforced concrete building was tested on the shake table at the UCSD Engelkirk Structural Research Centre in 2006. As part of the research project, a blind prediction contest was sponsored to assess the capability of currently available analysis procedures to predict the seismic response of cantilever reinforced concrete shear wall structures. This paper descri...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Journal of Advanced Research in Natural and Applied Sciences

سال: 2021

ISSN: ['2757-5195']

DOI: https://doi.org/10.28979/jarnas.845418