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110804s1972 enka ob 001 0 eng d |
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|a OCLCE
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|d OCLCQ
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|a 1100928820
|a 1162058396
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|a 9780408702515
|q (electronic bk.)
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|a 0408702516
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|a 9781483192512
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|a 1483192512
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|a (OCoLC)745187467
|z (OCoLC)1100928820
|z (OCoLC)1162058396
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|a dlr
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|a TA641
|b .M32 1972b
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|a 624/.171/01512943
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|a MTA 009f
|2 stub
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|a MTA 090f
|2 stub
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|a Majid, K. I.
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|a Non-linear structures: matrix methods of analysis and design by computers
|c [by] K.I. Majid.
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| 260 |
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|a London,
|b Butterworths,
|c 1972.
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| 300 |
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|a 1 online resource (xv, 343 pages)
|b illustrations
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| 336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Includes bibliographical references.
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|3 Use copy
|f Restrictions unspecified
|2 star
|5 MiAaHDL
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|a Electronic reproduction.
|b [Place of publication not identified] :
|c HathiTrust Digital Library,
|d 2011.
|5 MiAaHDL
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| 538 |
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|a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.
|u http://purl.oclc.org/DLF/benchrepro0212
|5 MiAaHDL
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| 583 |
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|a digitized
|c 2011
|h HathiTrust Digital Library
|l committed to preserve
|2 pda
|5 MiAaHDL
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|a Print version record.
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|a Front Cover; Non-Linear Structures: Matrix Methods of Analysis and Design by Computers; Copyright Page; Preface; Table of Contents; Notations; CHAPTER 1. Introduction; 1.1. BEHAVIOUR OF IDEALISED STRUCTURES; 1.2. VARIATION OF GENERALISED DEFORMATION OF STRUCTURES WITH THE LOAD PARAMETER; 1.3. LOAD-DISPLACEMENT DIAGRAMS OF A PORTAL; 1.4. THE EFFECT OF AXIAL LOADON THE BEHAVIOUR OF IDEALISED STRUCTURES; 1.5. THE REAL BEHAVIOUR OF STRUCTURES; 1.6. THE RIGID-PLASTIC THEORY; 1.7. THE FULLY PLASTIC HINGE MOMENT; 1.8. THE SHAPE FACTOR; 1.9. THE LOAD FACTOR; 1.10. PROPORTIONAL LOADING
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| 505 |
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|a 1.11. THE USE OF VIRTUAL WORK EQUATION1.12 COLLAPSE OF CONTINUOUS BEAMS; 1.13. SELECTION OF MECHANISMS; 1.14. DESIGN BY RIGID-PLASTIC THEORY; 1.15. EFFECT OF AXIAL LOAD ON Mp; EXERCISES; CHAPTER 2. Matrix Methods of Structural Analysis; 2.1. INTRODUCTION; 2.2. MATRIX DISPLACEMENT METHOD; 2.3. MATRIX FORCE METHOD; EXERCISES; CHAPTER 3. The Stability Functions; 3.1. THE EFFECT OF AXIAL LOADON THE STIFFNESS OF A MEMBER; 3.2. THE STABILITY FUNCTIONS USED IN THE MATRIX DISPLACEMENT METHOD; 3.3. THE STABILITY FUNCTIONS USED IN MATRIX FORCE METHOD; 3.4. RELATIONSHIPS BETWEEN THE STABILITY FUNCTIONS
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| 505 |
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|a 3.5 GENERAL DEFORMATION OF A MEMBER WITH PLASTIC HINGES3.6. EFFECT OF LATERAL LOADING AND GUSSET PLATES; 3.7. A COMPUTER ROUTINE FOR THE EVALUATION OF THE STABILITY FUNCTIONS; EXERCISES; CHAPTER 4. Non-Linear elastic Frames; 4.1. DERIVATION OF A NON-LINEAR STIFFNESS MATRIX; 4.2. MATRIX DISPLACEMENT METHOD FOR NON-LINEAR ANALYSIS OF STRUCTURES; 4.3. WORKED EXAMPLES; 4.4. TRIANGULATED FRAMES; 4.5. INITIAL STRESSES; 4.6. A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF PLANE FRAMES; EXERCISES; CHAPTER 5. Elastic Instability; 5.1. ELASTIC INSTABILITY OF MEMBERS
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|a 5.2. ELASTIC INSTABILITY OF FRAMES5.3. DETERMINATION OF THE INSTABILITY CONDITION; 5.4. EXTRACTION OF THE PARTICULAR MODE FROM THE GENERAL; 5.5. APPROXIMATION OF THE AXIAL LOADS; 5.6. ELASTIC CRITICAL LOADS OF PITCHED ROOF PORTAL FRAMES; 5.7. ELASTIC FAILURE LOAD OF TRUSSES; 5.8. A QUICK DETERMINATION OF INSTABILITY CONDITION; EXERCISES; CHAPTER 6. Non-linearity due to Plasticity. Elastic-Plastic Analysis of frames; 6.1. INTRODUCTION; 6.2. THE DISPLACEMENT TRANSFORMATION MATRIX FOR A MEMBER WITH A HINGE; 6.3. THE OVERALL STIFFNESS MATRIX; 6.4. ELASTIC-PLASTIC ANALYSIS OF A PROPPED CANTILEVER
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| 505 |
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|a 6.5. ELASTIC-PLASTIC ANALYSIS OF FRAMES6.6. THE NATURE OF THE ITERATION; 6.7. ITERATION TO CONSTANT Mp; 6.8. ITERATION TO REDUCED Mp; 6.9. ALTERATIONS TO THE LOAD VECTOR; 6.10. A COMPUTER PROGRAMME FOR THE ELASTIC-PLASTIC ANALYSIS OF GENERAL FRAMES; 6.11. WORKED EXAMPLES; 6.12. INACTIVE HINGES; 6.13. COMPUTATIONAL ECONOMY; EXERCISES; CHAPTER 7. Failure load of frames(Approximate methods); 7.1. INTRODUCTION; 7.2. THE RIGID-PLASTIC DROOPING CURVE; 7.3. CALCULATION OF FAILURE LOAD APPROXIMATE METHOD 1; 7.4. ASSUMPTIONS; 7.5. ANALYSIS OF COLUMNS; 7.6. ANALYSIS OF FRAMES
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| 546 |
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|a English.
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| 650 |
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0 |
|a Structural analysis (Engineering)
|x Data processing.
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| 650 |
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0 |
|a Structural design
|x Data processing.
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| 650 |
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0 |
|a Matrices
|x Data processing.
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| 650 |
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6 |
|a Th�eorie des constructions
|0 (CaQQLa)201-0015598
|x Informatique.
|0 (CaQQLa)201-0380011
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| 650 |
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6 |
|a Matrices
|0 (CaQQLa)201-0024157
|x Informatique.
|0 (CaQQLa)201-0380011
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| 650 |
|
7 |
|a Matrices
|x Data processing
|2 fast
|0 (OCoLC)fst01012402
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| 650 |
|
7 |
|a Structural analysis (Engineering)
|x Data processing
|2 fast
|0 (OCoLC)fst01135607
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| 650 |
|
7 |
|a Structural design
|x Data processing
|2 fast
|0 (OCoLC)fst01135632
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| 650 |
|
7 |
|a Matrixverfahren
|2 gnd
|0 (DE-588)4169123-4
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| 650 |
|
7 |
|a Nichtlineare Mechanik
|2 gnd
|0 (DE-588)4042095-4
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| 650 |
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7 |
|a Strukturmechanik
|2 gnd
|0 (DE-588)4126904-4
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| 650 |
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7 |
|a Analyse mum�erique matricielle
|x Informatique.
|2 ram
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| 650 |
|
7 |
|a Constructions, Th�eorie des
|x Informatique.
|2 ram
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| 650 |
|
7 |
|a Constructions
|x Calcul
|x Informatique.
|2 ram
|
| 653 |
|
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|a Structures
|a Analysis
|a Matrices
|
| 776 |
0 |
8 |
|i Print version:
|a Majid, K.I.
|t Non-linear structures: matrix methods of analysis and design by computers.
|d London, Butterworths, 1972
|w (DLC) 73168785
|w (OCoLC)642669
|
| 856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780408702515
|z Texto completo
|
