logo

EbookBell.com

Most ebook files are in PDF format, so you can easily read them using various software such as Foxit Reader or directly on the Google Chrome browser.
Some ebook files are released by publishers in other formats such as .awz, .mobi, .epub, .fb2, etc. You may need to install specific software to read these formats on mobile/PC, such as Calibre.

Please read the tutorial at this link:  https://ebookbell.com/faq 


We offer FREE conversion to the popular formats you request; however, this may take some time. Therefore, right after payment, please email us, and we will try to provide the service as quickly as possible.


For some exceptional file formats or broken links (if any), please refrain from opening any disputes. Instead, email us first, and we will try to assist within a maximum of 6 hours.

EbookBell Team

Development Implementation And Verification Of Dynamic Analysis Models For Multispherical Sliding Bearings Daniel M Fenz

  • SKU: BELL-5239584
Development Implementation And Verification Of Dynamic Analysis Models For Multispherical Sliding Bearings Daniel M Fenz
$ 31.00 $ 45.00 (-31%)

4.0

96 reviews

Development Implementation And Verification Of Dynamic Analysis Models For Multispherical Sliding Bearings Daniel M Fenz instant download after payment.

Publisher: Multidisciplinary Center for Earthquake Engineering Research
File Extension: PDF
File size: 19.24 MB
Pages: 307
Author: Daniel M. Fenz, Michael C. Constantinou
ISBN: 9782008112237, 2008112233
Language: English
Year: 2008

Product desciption

Development Implementation And Verification Of Dynamic Analysis Models For Multispherical Sliding Bearings Daniel M Fenz by Daniel M. Fenz, Michael C. Constantinou 9782008112237, 2008112233 instant download after payment.

This report describes the formulation, implementation and validation of multi-spherical sliding bearing models that can be used for response history analysis. When configured to exhibit adaptive behavior, double and triple Friction Pendulum (FP) bearings exhibit hysteretic behavior that is more complex than that exhibited by current seismic isolation devices. The methodologies described in this report are verified by comparing the results obtained from shake-table testing of a quarter-scale, six-story model to those predicted by response history analysis. There is generally good agreement even in cases of extreme response, which attests to the proposed models' robustness and overall validity.

Related Products