The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in bo
Single Piles and Pile Groups Under Lateral Loading (2nd Edition)
โ Scribed by Reese, Lymon C.; Van Impe, William
- Publisher
- Taylor & Francis
- Year
- 2011
- Leaves
- 343
- Category
- Library
No coin nor oath required. For personal study only.
โฆ Synopsis
The Fifth Edition of this book continues to introduce aspiring and practicing actuaries, engineers, computer scientists and others to the practical aspects of constructing computerized simulation studies to analyze and interpret real phenomena. Readers learn to apply results of these analyses to problems in a wide variety of fields to obtain effective, accurate solutions and make predictions about future outcomes. This latest edition features all-new material on variance reduction, including control variables and their use in estimating the expected return at blackjack and their relation to regression analysis. Additionally, it expands on Markov chain Monte Carlo methods, and offers unique information on the alias method for generating discrete random variables. By explaining how a computer can be used to generate random numbers and how to use these random numbers to generate the behavior of a stochastic model over time, this book presents the statistics needed to analyze simulated data as well as that needed for validating the simulation model.
๐ SIMILAR VOLUMES
Techniques for designIntroductionOccurrence of laterally loaded pilesNature of the soil responseResponse of a pile to kinds of loadingModels for use in analyses of a single pileModels for groups of piles under lateral loading Status of current state-of-the-art Derivation of equations and methods o
<p><span>This book presents models that capture the nonlinear response of piles subjected to lateral forces. Utilising a consistent approach encompassing new mathematical models, it offers solutions presented as closed-form expressions and underpinned by the same set of 3-5 measurable soil-input par
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