Simplified Analysis of Dynamic Structure–Ground Interaction | Zendy

J. H. Rainer | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Simplified Analysis of Dynamic Structure–Ground Interaction

Author(s) -

J. H. Rainer

Publication year - 1975

Publication title -

canadian journal of civil engineering

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.323

H-Index - 62

eISSN - 1208-6029

pISSN - 0315-1468

DOI - 10.1139/l75-031

Subject(s) - natural frequency , structural engineering , modal analysis , modal , soil structure interaction , mode (computer interface) , structural dynamics , normal mode , damping ratio , modal testing , engineering , computer science , finite element method , physics , vibration , materials science , acoustics , polymer chemistry , operating system

A simplified method of analysis is presented for the determination of dynamic properties of single-story structures founded on flexible foundations. The general equations for natural frequency, mode shapes, and modal damping are applied to structures founded on an elastic half-space and on piles. The results of parameter studies, including the effects of hysteretic soil material damping, are presented for these two cases.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research