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| 008 | 121227s1994 enka b 001 0 eng d | ||
| 011 | _aBIB MATCHES WORLDCAT | ||
| 020 | _a1447120000 | ||
| 020 | _a9781447120001 | ||
| 035 | _a(ATU)b14079379 | ||
| 035 | _a(OCoLC)958630744 | ||
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_aAU@ _beng _erda _cAU@ _dOCLCO _dOCLCQ _dGW5XE _dOCLCF _dATU |
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_a627.98 _223 |
| 100 | 1 |
_aClauss, Günther, _eauthor. _9306293 |
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| 245 | 1 | 0 |
_aOffshore structures. _nVolume II, _pStrength and safety for structural design / _cby Günther Clauss, Eike Lehmann, Carsten Östergaard. |
| 246 | 1 | 0 | _aStrength and safety for structural design |
| 264 | 1 |
_aLondon : _bSpringer, _c[1994] |
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| 264 | 4 | _c©1994 | |
| 300 |
_axiii, 339 pages : _billustrations ; _c25 cm |
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| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_aunmediated _bn _2rdamedia |
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| 338 |
_avolume _bnc _2rdacarrier |
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| 504 | _aIncluded bibliographical references and index. | ||
| 505 | 0 | _a4. Marine Structural Analysis -- 5. Environmental Conditions Affecting Marine Structures -- 140. VI Contents -- 6. Evaluation of Marine Structures -- 252. Contents vii -- 7. Dimensioning of Marine Steel Structures -- -- | |
| 505 | 0 | 0 |
_g4. _tMarine Structural Analysis -- _g4.1. _tTime-Independent Elastic Problems -- _g4.1.1. _tFrameworks -- _g4.1.2. _tMembranes -- _g4.1.3. _tPlates -- _g4.1.4. _tCylindrical Shells -- _g4.2. _tStability and Second-Order Stress Theory -- _g4.3. _tTime-Dependent Elastic Problems -- _g4.3.1. _tNatural Frequencies of Beams and Plates -- _g4.3.2. _tForced Oscillations -- _g4.4. _tUltimate Load Analysis -- _g4.4.1. _tPlastic Capacity under Combined Loading -- _g4.4.2. _tUltimate Loads of Simple Structures -- _g4.5. _tNumerical Methods -- _g4.5.1. _tFinite Element Method -- _g4.5.2. _tStructural Modelling with Finite Elements -- _g4.6. _tList of Symbols -- _g5. _tEnvironmental Conditions Affecting Marine Structures -- _g5.1. _tEvaluating Stochastic Processes -- _g5.1.1. _tStationary Random Processes -- _g5.1.2. _tStationary Gaussian Random Processes -- _g5.1.3. _tStationary Poisson Random Processes and Markov Chains -- _g5.1.3.1. _tThe Poisson Random Process -- _g5.1.3.2. _tMarkov Chains -- _g5.1.4. _tLinear Systems with One Degree of Freedom -- _g5.2. _tEvaluating Random Processes in the Marine Environment -- _g5.2.1. _tProbabilistic Description of the Stationary Seaway -- _g5.2.1.1. _tThe Superposition Model of the Seaway -- _g5.2.1.2. _tThe State Space Model of the Seaway -- _g5.2.1.3. _tProbabilistic Seaway Parameters -- _g5.2.2. _tStatistical Analysis of the Seaway -- _g5.2.2.1. _tShort-Term Statistics -- _g5.2.2.2. _tLong-Term Statistics -- _g5.2.3. _tWind and Sea Currents -- _g5.2.3.1. _tWind -- _g5.2.3.2. _tSea Currents -- _g5.3. _tList of Symbols -- _g6. _tEvaluation of Marine Structures -- _g6.1. _tClassical Methods of Short-Term Evaluation -- _g6.1.1. _tFloating Structures -- _g6.1.2. _tFlexible Mooring of Floating Structures -- _g6.1.3. _tFixed Structures -- _g6.1.3.1. _tMonopod Platforms in a Stationary Seaway -- _g6.1.3.2. _tLinearly Elastic Structures with more than One Degree of Freedom -- _g6.2. _tClassical Methods of Long-Term Evaluation -- _g6.2.1. _tDesign Values for Environmental Loads -- _g6.2.1.1. _tDesign Value of an Individual Wave Load -- _g6.2.1.2. _tComparative Evaluation of Wave Loads -- _g6.2.1.3. _tSuperposition of Load Processes -- _g6.2.2. _tFatigue Strength Models -- _g6.2.2.1. _tFatigue Strength Modelling -- _g6.2.2.2. _tCrack Propagation Modelling -- _g6.2.2.3. _tStochastic Evaluation of Fatigue Strength -- _g6.2.3. _tFatigue Strength under Seaway Loads -- _g6.2.3.1. _tDeterministic Method of Analysis -- _g6.2.3.2. _tSpectral Analysis Method -- _g6.2.3.3. _tSimulation -- _g6.2.3.4. _tDesign for Fatigue Strength -- _g6.3. _tModern Methods of Reliability Analysis -- _g6.3.1. _tReliability of Load-Bearing Structural Elements -- _g6.3.2. _tReliability of Load-Bearing Structural Systems -- _g6.3.2.1. _tStructures Behaving Like Series or Parallel Systems -- _g6.3.2.2. _tStructures Behaving Like Redundant Systems -- _g6.3.3. _tReliability and Risk as Functions of Time-- _g252. _tContents vii -- _g6.3.3.1. _tFatigue Failure Probability Modelling with Stress and Strength being Functions of Time -- _g6.3.3.2. _tHydrodynamic and Structural Analysis -- _g6.3.3.3. _tMulti-Dimensional Response Surfaces for Spectral Moments -- _g6.3.3.4. _tStochastic Models of Basic Parameters and Data -- _g6.3.3.5. _tNumerical Estimation of Fatigue Failure Probability as a Function of Time -- _g6.3.3.6. _tAdaptive Inspection Planning -- _g6.4. _tList of Symbols -- _g7. _tDimensioning of Marine Steel Structures -- _g7.1. _tFabrication and Materials -- _g7.2. _tDimensioning in Accordance with Regulations -- _g7.2.1. _tDimensioning of Slender Stiffeners for Plates Subject to Pressure -- _g7.2.2. _tDimensioning of Cylindrical Structures -- _g7.2.3. _tTube Joints -- _g7.3. _tFatigue Strength Evaluation on the Basis of Regulations -- _g7.3.1. _tFatigue Design on the Basis of GL Requirements -- _g7.3.2. _tFatigue Design on the Basis of API-RP2A Recommendations -- _g7.3.3. _tFatigue Analysis Based on API-RP2A Recommendations -- _g7.4. _tDevelopment of Modern Regulations -- _g7.4.1. _tDevelopment of Regulations Based on Reliability Technology -- _g7.4.2. _tPrinciples of Quality Assurance and Classification -- _g7.5. _tExamples of Structural Components -- _g7.6. _tList of Symbols -- _tAppendix: -- _gA.1. _tSelected Principles of Probability Theory -- _gA.2. _tSelected Principles of Matrix Calculus. |
| 520 | _aThis is the second part of the translation of the original German text Meerestechnische Konstruktionen which was published by Springer-Verlag in 1988. The translated material is a reviewed and updated version of the German text. Where as the first volume concentrates on general and external factors, this one focuses on factors affecting the design and analysis of offshore structures themselves. In an effort to address a wide audience the topic is presented in a general context. Therefore it introduces students and practising engineers to the field of marine technology and, at the same time, serves as a reference book for experts. Finally it gives specialists in related fields an idea of where their work on individual problems of offshore structures stands in relation to the field as a whole. Offshore Structures, Vol. 2 is based on the authors' lectures and design practice in offshore structures and their components. It assists the reader in developing practical solutions by introducing a large number of examples and reference is made to further specialised literature. | ||
| 588 | _aMachine converted from non-AACR2, ISBD-encoded source record. | ||
| 650 | 0 |
_aOffshore structures _xDesign and construction _9787313 |
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| 650 | 0 |
_aOffshore structures _xHydrodynamics _9351482 |
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| 700 | 1 |
_aLehmann, E. _q(Eike) _eauthor. _9507910 |
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| 700 | 1 |
_aÖstergaard, C. _q(Carsten), _eauthor. _9306294 |
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| 776 | 1 |
_iElectronic version: _aClauss, Günther. _tOffshore Structures _dLondon : Springer London, 1994. _w(OCoLC)853271702 |
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