Intermediate Structural Analysis-McH
● Harga: Rp. 120.000
● Kondisi: BEKAS
● Oleh: Chu-Kia Wang, PhD
● Penerbit: McGraw-Hill Book Company, USA
● Binding: Soft Cover
● Isi: HVS, xii + 790 pg
● Ukuran: 160 x 233 mm
● Berat: 1 kg
● Bahasa: English
● Tahun: 1983
● ISBN: 0-07-068135-X
About the book
This comprehensive text on the methods of structural analysis is appropriate for intermediate courses in structural analysis offered in
civil engineering departments. It presents conventional methods of structural analysis along with matrix methods, addresses computer
capabilities in structural analysis, examines deformation of structures by virtual work and geometric methods, and presents force method
in a way to explain indeterminacy of composite frames and horizontal grid frames.
Key Features
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Presents an integrated approach to hydrology, using the hydrologic system or control volume as a mechanism for analyzing hydrologic problems
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Includes over 410 end-of-chapter problems and 94 worked example problems in the text.
Contents
Chapter 1 Force Method vs Displacement Method- Statically Determinate Structures vs Statically Indeterminate Structures
- Conditions of Geometry
- Force Method: Method of Consistent Deformation
- Displacement Method
- etc
- Force Response vs Deformation Response
- Shears and Moments in Beams
- Axial Force, Shear, and Moment in Rigid Frame
- Common Methods for Determination of Deformation Response
- The unit-load method-derivation of basic formula,
- The unit-load method-application to beam deflection,
- The unit-load method-application to rotation of beams,
- Castiglianos theorem-derivation,
- Use of castiglianos theorem to find beam deflections or rotations,
- The unit-load method-application to deflection and rotations of frames,
- Deflections and rotations of statically determinate frames due to movements of supports,
- The moment-area method-derivation of theorems
- The moment-area method-application to beam deflections and rotations, Special case of moment-area method-the conjugate-beam method,
- The moment-area method-application to deflections and rotations of frames
- etc
- Force Response vs Deformation Response
- Methods of Joints and Section
- Methods for Determination of Deflection of Truss Joints
- The Unit-Load Method
- etc
- Force Method of Analysis
- Analysis of statically indeterminate beams by the force method
- The law of reciprocal deflections
- The theorem of least work
- Induced reactions on statically indeterminate beams due to yielding of supports
- Analysis of statically indeterminate rigid frames by the force method
- Induced reactions on statically indeterminate Rigid frames due to yielding of supports,
- Degree of Indeterminacy
- Force Method Using Reaction as Redudance
- Force methods using axial forces in member as redudants
- Force methods Using both reaction and axial forces in member as redudants
- Induced reactions on statically indeterminate trusses due to yielding of supports,
- Derivation of the Three Moment
- Application of the three-moment equation to the analysis of continuous beams due to the applied loads
- Application of the three moment equation to analysis of continuous beams due to uneven support settlements
- General description
- Derivation of the slope-deflection equations-without rotation of member axis,
- Application to the analysis of statically indeterminate beams of Applied loads,
- Derivation of the Slope-deflection equations - with rotation of member axis beams,
- etc
Chapter 8: The Moment-Distribution Method
- Basic Concept
- Siffness and carry-over factors
- Distribution factors
- Application to the analysis of statically Indeterminate beams for application load
- etc
- Matrix notation for linear Equations
- Matrix multiplication as means of elimination of intermediate variables in two sets of linear equations
- Rule for matrix multiplication
- Matrix inversion as means of interchange of independent and dependent variables in a set of linear equations\
- etc
- Degree of Freedom, Number of Independent unknown forces, and degree of indeterminacy
- The deformation Matrix
- The element shiffness Matrix
- The Force displacement Matrix
- etc
- Joints and elements in beams vs degree of freedom
- sending loads on the elements to the joints
- Degree of indeterminacy vs independent unknown forces
- The statics matrix
- etc
- Matrix displacement method vs slope-deflection method
- Analysis of Rigid Frames without sidesway
- Analysis of Rigid Frames with sidesway
- Analysis of Rigid Frames for Yielding of supports
- etc
Chapter 14: Approximate Methods of Multistory Frame Analysis
Chapter 15: The Column-Analogy Method
Chapter 16: Composite Structures and Rigid Frames with Axial Deformation
Chapter 17: Secondary Stresses in Trusses with Rigid Joints
Chapter 18: Rigid Frames with Curved Members
Chapter 19: Displacement Method of Horizontal Grid Frames Analysis
Chapter 20: Rigid Frames with Semirigid Connections
Chapter 21: Effects of Shear Deformations
Chapter 22: Beams on Elastic Foundation
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