Structural Analysis: A Unified Classical and Matrix Approach (Record no. 48848)

MARC details
000 -LEADER
fixed length control field 02513nam a2200217Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140223b2009 xxu||||| |||| 00| 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9780415774338
Terms of availability 0.00
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.171
Item number GHA
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Ghali, A.
245 ## - TITLE STATEMENT
Title Structural Analysis: A Unified Classical and Matrix Approach
250 ## - EDITION STATEMENT
Edition statement 6th ed
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc. London
Name of publisher, distributor, etc. Spon Press
Date of publication, distribution, etc. 2009
300 ## - PHYSICAL DESCRIPTION
Extent 835p
500 ## - GENERAL NOTE
General note Structural Analysis Modeling Statically Determinate Structures Introduction to the Analysis of Statically Indeterminate Structures Force Method of Analysis Displacement Method of Analysis Use of Force and Displacement Methods Strain Energy and Virtual Work Determination of Displacements by Virtual Work Important Energy Theorems Displacement of Elastic Structures by Special Methods Application of Force and Displacement Methods: Column Analog and Moment Distribution Influence Lines Effects of Axial Forces on Flexural Stiffness Analysis of Shear-Wall Structures Method of Finite Differences Finite-Element Method Further Development of Finite-Element Method Plastic Analysis of Continuous Beams and Frames Yield-Line and Strip Methods for Slabs Structural Dynamics and Seismic Analysis Computer Analysis of Framed Structures Implementation of Computer Analysis Nonlinear Analysis Structural Reliability Analysis Appendix - A: Matrix Algebra Appendix - B: Displacements of Prismatic Members Appendix - C: Fixed - End Forces of Prismatic Members Appendix - D: End - Forces Caused by End - Displacements of Prismatic Members Appendix - E: Reactions and Bending Moments at Supports of Continuous Beams due to Unit Displacement of Supports Appendix - F: Properties of Geometrical Figures Appendix - G: Torsional Constant Appendix - H: Value of the Integral Appendix - I: Deflection of a Simple Beam of Constant EI Subjected to Unit End - Moments Appendix - J: Geometrical Properties of Some Plane Areas Commonly used in the Method of Column Analogy Appendix - K: Forces Due to Prestressing of Concrete Members Appendix - L: Structural Analysis Computer Programs Appendix - M: Basic Probability Theory Answers to Problems References Index
600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME
Personal name Civil Engineering
600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME
Personal name Structural Analysis (Engineering)
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Neville, A. M.
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Brown, T. G.
890 ## -
-- UK
995 ## - RECOMMENDATION 995 [LOCAL, UNIMARC FRANCE]
-- GHA
-- 008787
-- CIT-NIT
-- 2303.42
-- 0
-- 049
-- 100682
-- 0
-- 0.00
-- 3199.20 28%
-- 20091106
-- 01
-- C
-- 20091117
-- Himanshu Book Co.
-- Reference

No items available.

© 2025 by NIMA Knowledge Centre, Ahmedabad.
Koha version 24.05