Mathematical Linguistics introduces the mathematical foundations of linguistics to computer scientists, engineers, and mathematicians interested in natural language processing. The book presents linguistics as a cumulative body of knowledge from the ground up: no prior knowledge of linguistics is assumed. As the first textbook of its kind, this book is useful for those in information science and in natural language technologies.
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this text provides the students with simple "cookbook" recipes for solving problems they might face in their studies of economics. Since the target audience was supposed to have some mathematical background (admittance to the program requires at least BA level mathematics), the main goal was to refresh students' knowledge of mathematics rather than teach them math "from scratch".
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The text focuses on use of spectral methods to solve boundary value, eigenvalue, and time-dependent problems, but also covers Hermite, Laguerre, rational Chebyshev, sinc, and spherical harmonic functions, as well as cardinal functions, linear eigenvalue problems, matrix-solving methods, coordinate transformations, methods for unbounded intervals, spherical and cylindrical geometry, and much more.
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A Mathematics Primer for Physics Graduate Students
Author: Andrew E. Blechman | Size: 440 KB | Format:PDF | Year: 2007 | pages: 78
The author summarizes most of the more advanced mathematical trickery seen in electrodynamics and quantum mechanics in simple and friendly terms with examples. Mathematical tools such as tensors or differential forms, intended to make the calculations much simpler, are covered in this text.
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The person who wrote this paper is the father of modern communication theory, Claude Shannon. In this seminal work Shannon presents results that were previously found nowhere else, and today many professors refer to it as the best exposition still on the subject of the mathematical limits on communication (such as bandwidth). Further, it laid the modern foundations for what is now coined Information Theory. Classic work.
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Research Perspectives in Hydraulics and Water Resources Engineering
Author: Rama Prasad, S. Vedula | Size: 16 MB | Format:PDF | Publisher: World Scientific Publishing Company | Year: 2002 | pages: 367 | ISBN: 9810249298
This book contains ten state-of-the-art review articles on selected topics in hydraulics/fluid mechanics and water resources engineering, written by alumni of the Indian Institute of Science who hold senior academic positions in reputable scientific institutions and who are active in research.
The articles have all been peer-reviewed. At the end of each contribution, a rich list of references is given, encompassing most of the work done all over the world on the topic of the article. The topics are of current interest to research workers in many countries.
CONTENTS
Preface
Turbulent Jets: Application of Point Source Concept
Velocity and Shear Distributions in Open Channels
Computation of Open-Channel Flows with Shocks: An Overview
Scouring Horseshoe Vortex
Wastewater Renovation Using Soil-Aquifer Treatment System
Uncertainty Concepts in Stream Water Quality Management Models
Water Resources and Their Management for Sustainable Agricultural Production in India
Remote Sensing Applications to Water Resources
Modelling Reservoir Operation for Irrigation
Opposition to Large Dams in India: An Analysis
Subject Index
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This International Standard establishes terminology and the content of commercial literature specifications for self-propelled crawler and wheeled hydraulic excavators and their equipment and attachments.
It is applicable to common components and does not cover terms or commercial specifications specific to walking excavators.
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Comments on the Post-Tensioning Institute's "Design of Post-Tensioned Slabs-on-Ground"
Size: 2.5 MB | Format:PDF | Publisher: Foundation Performance Association - Structural Committee | Year: 2006 | pages: 48
The objective of this document is to provide constructive comments to the Post-Tensioning Institute's (PTI's) Slab-on-Ground Committee and to inform geotechnical and foundation design engineers of the Foundation Performance Association's (FPA's) concerns regarding the Post-Tensioning Institute’s “Design of Post-Tensioned Slabs-on-Ground”, (PTI Design Procedure) 3rd Edition [13].
The PTI Design Procedure is used to design a slab-on grade foundation that will respond elastically to forces the foundation is exposed to including those that are the consequence of soil pressure and soil deformation. This procedure is based on empirical data, computer generated curve fits, the geotechnical engineer’s computation of ym and em values and other variables based on site-specific geotechnical parameters. Therefore, the geotechnical and foundation design engineers should be made aware of assumptions and limitations associated with the use of this procedure.
This paper is intended to encourage refinement of the procedure by indicating areas where additional research, clarification, and / or corrections may result in better geotechnical and structural designs. This paper addresses the PTI Design Procedure, 3rd Edition. The Foundation Performance Association’s document FPA-SC-05 addresses the PTI Design Procedure, 2nd Edition [12]. The FPA refers to both editions in this paper and describes the version under discussion as the PTI Design Procedure, 2nd Edition or PTI Design Procedure, 3rd Edition. The FPA's recommendations to the PTI Committee are included in italics at the conclusion of each section.
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This report is furnished as a guide to industry practice. The Wire Reinforcement Institute (WRI) and It’s members make no warranty of any kind regarding the use of this report for other than informational purposes. This report Is intended for the use of professionals competent to evaluate the significance and the limitations of its content and who will accept the responsibility for the application of the material it contains. WRI provides the following material as a matter of information and, therefore, disclaims any and all responsibility jot application of the stated principles or the accuracy of the sources other than material developed by the Institute.
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