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Foundation Vibration Analysis Using Simple Physical Models
 
 
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Foundation Vibration Analysis Using Simple Physical Models [Paperback]

John P. Wolf (Author)
2.0 out of 5 stars  See all reviews (1 customer review)

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Book Description

0130107115 978-0130107114 May 21, 1994 1
This book provides simple physical models to represent the unbounded soil in time and frequency domain analysis. They do not supplant the more generally applicable rigorous methods, but rather supplement them. The physical models used consists of the following representations: cones based one-dimensional rod theory; lumped-parameter models with frequency-independent springs, dashpots, and masses; and prescribed wave patterns in the horizontal plane. The physical models thus offer a strength-of-materials approach to foundation dynamics.

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From the Publisher

Offering a strength-of-materials approach to foundation dynamics, this volume shows how to use such simple physical models (cones, lumped-parameter models, and prescribed wave patterns in the horizontal plane) for analysis of foundation vibration problems that result from earthquakes, machine foundation, explosions, winds, and ocean waves on offshore platforms.

From the Back Cover

The rigorous methods used to model unbounded soil in large, complex projects are often not really appropriate for use in smaller, less critical projects. However, simple physical models are useful for the vast majority of foundation projects and they easily fit the budget and available time and require no sophisticated computer code. Offering a strength-of-materials approach to foundation dynamics, this volume shows how to use such simple physical models (cones, lumped-parameter models, and prescribed wave patterns in the horizontal plane) for analysis of foundation vibration problems that result from earthquakes, machine foundation, explosions, winds, and ocean waves on offshore platforms. Considers foundation on surface of homogeneous soil halfspace; foundation on surface of soil layer on rigid rock; embedded foundation and pile foundation; simple vertical dynamic-Green's function; seismic excitation; and dynamic soil-structure interaction. Features easy-to-use tables and detailed case studies. For geotechnical engineers, structural engineers, and engineering mechanics specialists.

Product Details

  • Paperback: 464 pages
  • Publisher: Prentice Hall; 1 edition (May 21, 1994)
  • Language: English
  • ISBN-10: 0130107115
  • ISBN-13: 978-0130107114
  • Product Dimensions: 9.6 x 7.3 x 1 inches
  • Shipping Weight: 1.6 pounds (View shipping rates and policies)
  • Average Customer Review: 2.0 out of 5 stars  See all reviews (1 customer review)
  • Amazon Best Sellers Rank: #1,943,062 in Books (See Top 100 in Books)

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3 of 3 people found the following review helpful:
2.0 out of 5 stars Needs improvements, January 5, 2007
This review is from: Foundation Vibration Analysis Using Simple Physical Models (Paperback)
The major drawback of this book is that it lacks an accompanying software preferably in MATLAB. This would not only make the book more understandable and readable but also would help in the implementation of the techniques explained throughout the book. I really do not recommend the book unless you are a PhD student on the subject. The authors other book Foundation Vibration Analysis: A Strength of Materials Approach which has a MATLAB software is far more usable than this one. I hope my review is helpful
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Inside This Book (learn more)
Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
homogeneous soil halfspace, effective foundation input motion, translational cone, rocking wedge, rock halfspace, rocking cone, rigid basemat, frictional material damping, loaded source pile, augmenting dashpot, trapped mass moment, basemat node, layered cone, receiver pile, soil system ground, unbounded soil, cylindrical foundation embedded, rocking degrees, incompressible soil, undamped soil, embedded cylindrical foundation, corresponding double cones, rigid foundation block, rotational cone, cone modeling
Key Phrases - Capitalized Phrases (CAPs): (learn more)
Surface of Homogeneous Soil Halfspace, Surface of Soil Layer, Dynamic Soil-Structure Interaction, Simple Vertical Dynamic Green's Function, Substituting Eqs, The Poisson
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