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Titlebook: Introduction to Frame Analysis; First and Second Ord Giandomenico Toniolo Textbook 2019 Springer Nature Switzerland AG 2019 Structural Anal

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书目名称Introduction to Frame Analysis
副标题First and Second Ord
编辑Giandomenico Toniolo
视频video
概述Explains structural analysis problems using simplified methods and numerous examples, avoiding complex concepts.Makes structural behavior an approachable topic, with clear examples on typical design p
丛书名称Springer Tracts in Civil Engineering
图书封面Titlebook: Introduction to Frame Analysis; First and Second Ord Giandomenico Toniolo Textbook 2019 Springer Nature Switzerland AG 2019 Structural Anal
描述.This textbook presents the principal methods of stress analysis for the design of frame structures, beginning with a description of the basic criteria for probabilistic safety verification used in modern codes. The Force Method and the Displacement Method are dealt with, together with their applications to more common structural situations. A special chapter is dedicated to the second order analysis required for slender structures and for the elaboration of instability problems. In turn, a thorough set of numerical examples rounds out the text...Given its scope, the book offers an ideal learning resource for students of Civil and Building Engineering and Architecture, and a valuable reference guide for practicing structural design professionals. .
出版日期Textbook 2019
关键词Structural Analysis; Structural Mechanics; Construction Materials; Structural Design; Reliability Proble
版次1
doihttps://doi.org/10.1007/978-3-030-14664-1
isbn_softcover978-3-030-14666-5
isbn_ebook978-3-030-14664-1Series ISSN 2366-259X Series E-ISSN 2366-2603
issn_series 2366-259X
copyrightSpringer Nature Switzerland AG 2019
The information of publication is updating

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Giandomenico Tonioloe complete analysis of the driver‘s condition and sleep pattern and alert him with a beep sound. This innovative yet useful project is called the drowsiness detection system. Firstly, the system preprocesses the image to focus on important information. Secondly, detection, binarization, and localiza
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Criteria of Structural Safety,action and the resistance, and proceeding with the presentation of the verification modes applicable to the frame structures, up to the detailed description of the semi-probabilistic limit states’ method that is universally adopted for the structural design.
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Force Method,for the definition of the pertinent flexibility parameters. Using these parameters, the compatibility conditions are written, following the procedure of the Force Method, for the solution of hyperstatic simple beams, continuous beams and frame structures. Examples of the numerical solution of some t
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Displacement Method,n of the Force Method applying in a “dual” way the compatibility and equilibrium conditions with a simple exchange of the static and geometric quantities. In this way, the standard procedure is presented, based on the use of the stiffness parameters of the beams for the formulation of the equilibriu
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