Technical Note: CONTACT ANALYSIS OF BASE ISOLATED MASONRY BUILDING
Author(s):
P. Saini , A.D. Pandey* , S. Anvesh , M.J. Mahesh , Soumya , R. Das
Abstract:
The concept of reducing the damaging effects on structure during earthquake by introducing some type of support that isolates structure from the shaking ground is a well-known method, named as base isolation technique. The isolation system reduces the effects of an earthquake by essentially isolating the superstructure and its contents from potentially damaging ground motion. In case of base isolated system the behavior of system mainly depends on type of base isolators and their contact with the superstructure and substructure. In the present work, the contact analysis have been performed which is highly nonlinear and required significant computational efforts following the points on one surface relative to lines or areas of another surface. The dynamic time history analysis has been performed on single storey masonry building, which is modeled and analyzed using ANSYS.
Keywords:
Language:
English
Published:
Asian journal of civil engineering, Volume:16 Issue: 6, Dec 2015
Pages:
899 to 907
magiran.com/p1414518
دانلود و مطالعه متن این مقاله با یکی از روشهای زیر امکان پذیر است:
اشتراک شخصی
با عضویت و پرداخت آنلاین حق اشتراک یکساله به مبلغ 1,390,000ريال میتوانید 70 عنوان مطلب دانلود کنید!
اشتراک سازمانی
به کتابخانه دانشگاه یا محل کار خود پیشنهاد کنید تا اشتراک سازمانی این پایگاه را برای دسترسی نامحدود همه کاربران به متن مطالب تهیه نمایند!
توجه!
- حق عضویت دریافتی صرف حمایت از نشریات عضو و نگهداری، تکمیل و توسعه مگیران میشود.
- پرداخت حق اشتراک و دانلود مقالات اجازه بازنشر آن در سایر رسانههای چاپی و دیجیتال را به کاربر نمیدهد.
In order to view content subscription is required
Personal subscription
Subscribe magiran.com for 70 € euros via PayPal and download 70 articles during a year.
Organization subscription
Please contact us to subscribe your university or library for unlimited access!