|
|
|
|
| LEADER |
00000cam a2200000Mu 4500 |
| 001 |
EBOOKCENTRAL_on1028945716 |
| 003 |
OCoLC |
| 005 |
20240329122006.0 |
| 006 |
m o d |
| 007 |
cr |n|---||||| |
| 008 |
180317s2018 nju o 000 0 eng d |
| 040 |
|
|
|a EBLCP
|b eng
|e pn
|c EBLCP
|d OCLCQ
|d BWN
|d OCLCO
|d OCLCF
|d OCLCO
|d OCLCQ
|d OCLCO
|d OCLCL
|
| 020 |
|
|
|a 9781119367789
|
| 020 |
|
|
|a 1119367786
|
| 029 |
1 |
|
|a AU@
|b 000066116329
|
| 035 |
|
|
|a (OCoLC)1028945716
|
| 050 |
|
4 |
|a TA684
|b .P355 2018
|
| 082 |
0 |
4 |
|a 624.1/821
|
| 049 |
|
|
|a UAMI
|
| 100 |
1 |
|
|a Paik, Jeom Kee.
|
| 245 |
1 |
0 |
|a Ultimate Limit State Design of Steel-Plated Structures.
|
| 250 |
|
|
|a 2nd ed.
|
| 260 |
|
|
|a Newark :
|b John Wiley & Sons, Incorporated,
|c 2018.
|
| 300 |
|
|
|a 1 online resource (672 pages)
|
| 336 |
|
|
|a text
|b txt
|2 rdacontent
|
| 337 |
|
|
|a computer
|b c
|2 rdamedia
|
| 338 |
|
|
|a online resource
|b cr
|2 rdacarrier
|
| 588 |
0 |
|
|a Print version record.
|
| 505 |
0 |
|
|a Intro; Title Page; Copyright; Contents; Preface; About the Author; How to Use This Book; Chapter 1 Principles of Limit State Design; 1.1 Structural Design Philosophies; 1.1.1 Reliability-Based Design Format; 1.1.2 Partial Safety Factor-Based Design Format; 1.1.3 Failure Probability-Based Design Format; 1.1.4 Risk-Based Design Format; 1.2 Allowable Stress Design Versus Limit State Design; 1.2.1 Serviceability Limit State Design; 1.2.2 Ultimate Limit State Design; 1.2.3 Fatigue Limit State Design; 1.2.4 Accidental Limit State Design; 1.3 Mechanical Properties of Structural Materials.
|
| 505 |
8 |
|
|a 1.3.1 Characterization of Material Properties1.3.1.1 YoungÂś Modulus, E; 1.3.1.2 PoissonÂś Ratio, v; 1.3.1.3 Elastic Shear Modulus, G; 1.3.1.4 Proportional Limit, Ï#x83;P; 1.3.1.5 Yield Strength, Ï#x83;Y, and Yield Strain, Y; 1.3.1.6 Strain-Hardening Tangent Modulus, Eh, and Strain-Hardening Strain, h; 1.3.1.7 Ultimate Tensile Strength, Ï#x83;T; 1.3.1.8 Necking Tangent Modulus, En; 1.3.1.9 Fracture Strain, F, and Fracture Stress, Ï#x83;F; 1.3.2 Elasticâ#x80;#x93;Perfectly Plastic Material Model; 1.3.3 Characterization of the Engineering Stressâ#x80;#x93;Engineering Strain Relationship.
|
| 505 |
8 |
|
|a 1.3.4 Characterization of the True Stressâ#x80;#x93;True Strain Relationship1.3.5 Effect of Strain Rates; 1.3.6 Effect of Elevated Temperatures; 1.3.7 Effect of Cold Temperatures; 1.3.8 Yield Condition Under Multiple Stress Components; 1.3.9 The Bauschinger Effect: Cyclic Loading; 1.3.10 Limits of Cold Forming; 1.3.11 Lamellar Tearing; 1.4 Strength Member Types for Plated Structures; 1.5 Types of Loads; 1.6 Basic Types of Structural Failure; 1.7 Fabrication Related Initial Imperfections; 1.7.1 Mechanism of Initial Imperfections; 1.7.2 Initial Distortion Modeling; 1.7.2.1 Plate Initial Deflection.
|
| 505 |
8 |
|
|a 1.7.2.2 Column-Type Initial Deflection of a Stiffener1.7.2.3 Sideways Initial Distortion of a Stiffener; 1.7.3 Welding Residual Stress Modeling; 1.7.4 Modeling of Softening Phenomenon; 1.8 Age Related Structural Degradation; 1.8.1 Corrosion Damage; 1.8.2 Fatigue Cracks; 1.9 Accident Induced Damage; References; Chapter 2 Buckling and Ultimate Strength of Plateâ#x80;#x93;Stiffener Combinations; 2.1 Structural Idealizations of Plateâ#x80;#x93;Stiffener Assemblies; 2.2 Geometric Properties; 2.3 Material Properties; 2.4 Modeling of End Conditions; 2.5 Loads and Load Effects.
|
| 505 |
8 |
|
|a 2.6 Effective Width Versus Effective Breadth of Attached Plating2.6.1 Shear Lag-Induced Ineffectiveness: Effective Breadth of the Attached Plating; 2.6.2 Buckling-Induced Ineffectiveness: Effective Width of the Attached Plating; 2.6.3 Combined Shear Lag-Induced and Buckling-Induced Ineffectiveness; 2.7 Plastic Cross-Sectional Capacities; 2.7.1 Axial Capacity; 2.7.2 Shear Capacity; 2.7.3 Bending Capacity; 2.7.3.1 Rectangular Cross Section; 2.7.3.2 Plateâ#x80;#x93;Stiffener Combination Model Cross Section; 2.7.4 Capacity Under Combined Bending and Axial Load; 2.7.4.1 Rectangular Cross Section.
|
| 505 |
8 |
|
|a 2.7.4.2 Plateâ#x80;#x93;Stiffener Combination Model Cross Section.
|
| 590 |
|
|
|a ProQuest Ebook Central
|b Ebook Central Academic Complete
|
| 650 |
|
0 |
|a Building, Iron and steel.
|
| 650 |
|
0 |
|a Plates, Iron and steel.
|
| 650 |
|
6 |
|a Construction métallique.
|
| 650 |
|
6 |
|a Plaques de fer et d'acier.
|
| 650 |
|
7 |
|a Building, Iron and steel
|2 fast
|
| 650 |
|
7 |
|a Plates, Iron and steel
|2 fast
|
| 700 |
1 |
|
|a Thayamballi, Anil Kumar.
|
| 758 |
|
|
|i has work:
|a Ultimate limit state design of steel-plated structures (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCGvTMp8gTMKTDRT98XrWH3
|4 https://id.oclc.org/worldcat/ontology/hasWork
|
| 776 |
0 |
8 |
|i Print version:
|a Paik, Jeom Kee.
|t Ultimate Limit State Design of Steel-Plated Structures.
|d Newark : John Wiley & Sons, Incorporated, ©2018
|z 9781119367796
|
| 856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=5317467
|z Texto completo
|
| 938 |
|
|
|a ProQuest Ebook Central
|b EBLB
|n EBL5317467
|
| 994 |
|
|
|a 92
|b IZTAP
|
