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035   $a(oapen)https://directory.doabooks.org/handle/20.500.12854/60135
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100   $a20230327d2020      uy             0
101 0 $aeng
135   $aurmn|---annan
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aStructural Analysis /$fFelix Udoeyo
210  1$a[Place of publication not identified] :$cTemple University Press,$d2020.
215   $a1 online resource (328 pages)
311   $a1-4399-1945-3 
327   $aChapter 1  11 -- Introduction to Structural Analysis  11 -- 1.1 Structural Analysis Defined  11  -- 1.2 Types of Structures and Structural Members  11  -- 1.3 Fundamental Concepts and Principles of Structural Analysis  13  -- 1.4 Units of Measurement . 20 -- Chapter 2  24 -- Structural Loads and Loading System . 24 -- 2.1 Types of Structural Loads . 24  -- 2.2 Load Combinations for Structural Design  42 -- 2.3 Tributary Width and Area . 44  -- 2.4 Influence Areas . 44 -- 2.5 Live Load Reduction . 45 -- Chapter 3  53 -- Equilibrium Structures, Support Reactions, Determinacy and Stability of Beams and Frames . 53 -- 3.1 Equilibrium of Structures  53 -- 3.2 Types of Supports and Their Characteristics  53 -- 3.3 Determinacy and Stability of Beams and Frames . 54 -- 3.4 Computation of Support Reactions for Planar Structures . 60 -- Chapter 4  91 -- Internal Forces in Beams and Frames  91 -- 4.1 Introduction . 91 -- 4.2 Basic Definitions . 91 -- 4.3 Sign Convention  92 -- 4.4 Relation Among Distributed Load, Shearing Force, and Bending Moment . 93 -- Chapter 5 119 -- Internal Forces in Plane Trusses 119 -- 5.1 Introduction . 119 -- 5.2 Types of Trusses . 120  -- 5.3 Determinacy and Stability of Trusses . 121 -- 5.4 Assumptions in Truss Analysis . 121 -- 5.5 Joint Identification and Member Force Notation  121 -- 5.6 Methods of Truss Analysis . 124 -- Chapter 6 139 -- Arches and Cables 139 -- 6.1 Arches. 139 -- 6.2 --Cables  148 -- Chapter 7 166 -- Deflection of Beams: Geometric Methods 166 -- 7.1 Introduction . 166 -- 7.2 Derivation of the Equation of the Elastic Curve of a Beam  166 -- 7.3 Deflection by Method of Double Integration  169 -- 7.4 Deflection by Method of Singularity Function . 175 -- 7.5 Deflection by Moment-Area Method  183 -- 7.6 Deflection by the Conjugate Beam Method  192 -- Chapter 8 205 -- Deflections of Structures: Work-Energy Methods 205 -- 8.1 Virtual Work Method  205 -- 8.2 Energy Methods  226 -- Chapter 9 240 -- Influence Lines for Statically Determinate Structures .240 -- 9.1 Introduction . 240 -- 9.2 Influence Lines for Statically Determinate Beams by Static Equilibrium Method . 240 -- 9.3 Construction of Influence Lines  243 -- 9.4 Uses of Influence Lines. 263 -- Chapter 10 284 -- Force Method of Analysis of Indeterminate Structures .284 -- 10.1 Introduction . 284  10.2 Maxwell-Betti Law of Reciprocal Deflections . 286 -- 10.3 Analysis of Indeterminate Beams and Frames  288 -- 10.4 Analysis of Indeterminate Trusses  308 -- Chapter 11 320 -- Slope-Deflection Method of Analysis of Indeterminate Structures 320 -- 11.1 Introduction . 320 -- 11.2 Sign Conventions  320 -- 11.3 Derivation of Slope-Deflection Equations  320 -- 11.4 Modification for Pin-Supported End Span  323 -- 11.5 Analysis of Indeterminate Beams . 324 -- 11.6 Analysis of Indeterminate Frames  325 -- Chapter 12 352 -- Moment Distribution Method of Analysis of Structures .352 -- 12.1 Basic Concepts  352 -- 12.2 Sign Convention  353 -- 12.3 Definitions . 353 -- 12.4 Modification of Member Stiffness  355 -- 12.5 Analysis of Indeterminate Beams . 356 -- 12.6 Analysis of Indeterminate Frames  361 -- Chapter 13 381 -- Influence Lines for Statically Indeterminate Structures 381 -- 13.1 Introduction . 381 -- 13.2 Static Equilibrium Method  381 -- 13.3 Influence Lines for Statically Indeterminate Beams by Kinematic Method . 387 -- Errata. 393.
330   $aStructural Analysis by Felix Udeyo is intended to teach students the methods and techniques for the analysis of structures. A sound knowledge of structures is a prerequisite for their proper design and ensures the structural integrity of civil engineering infrastructural systems. This textbook is comprised of three parts. The first part consists of an overview of structural analysis and introduces several structural loadings that may be considered during the analysis and subsequent design of structures. The second part covers classic methods of the analysis of determinate structures. The final section discusses classic methods for the analysis of indeterminate structures as well as methods for the analysis and construction of influence lines for indeterminate structures. This textbook is designed for upper-level undergraduates studying civil engineering, construction engineering and management, and architecture. It is also useful for construction professionals seeking licensure in their field of practice.
606   $aStructural analysis (Engineering)
615  0$aStructural analysis (Engineering)
676   $a624.171
700   $aFelix Udoeyo$01287822
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