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008 | 140711s2012 ne | s |||| 0|eng d | ||
020 |
_a9789400739437 _9978-94-007-3943-7 |
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024 | 7 |
_a10.1007/978-94-007-3943-7 _2doi |
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035 | _ato000482999 | ||
040 |
_aSpringer _cSpringer _dRU-ToGU |
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050 | 4 | _aTA1-2040 | |
072 | 7 |
_aTN _2bicssc |
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072 | 7 |
_aTEC009020 _2bisacsh |
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082 | 0 | 4 |
_a624 _223 |
100 | 1 |
_aKappos, Andreas J. _eeditor. _9413194 |
|
245 | 1 | 0 |
_aSeismic Design and Assessment of Bridges _helectronic resource _bInelastic Methods of Analysis and Case Studies / _cedited by Andreas J. Kappos, M. Saiid Saiidi, M. Nuray Aydınoğlu, Tatjana Isaković. |
260 |
_aDordrecht : _bSpringer Netherlands : _bImprint: Springer, _c2012. |
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300 |
_aXII, 221 p. 135 illus., 53 illus. in color. _bonline resource. |
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336 |
_atext _btxt _2rdacontent |
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337 |
_acomputer _bc _2rdamedia |
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338 |
_aonline resource _bcr _2rdacarrier |
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490 | 1 |
_aGeotechnical, Geological and Earthquake Engineering, _x1573-6059 ; _v21 |
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505 | 0 | _aFrom the Content: Modelling of bridges for inelastic analysis -- Introduction -- Superstructure -- Bearings and shear keys -- Isolation and energy dissipation devices -- Piers -- Modelling of dynamic interaction between piers, foundation and soil -- Modelling of Abutment-Embankment-Superstructure Interaction -- Presentation of available methods -- Introduction -- Nonlinear Response History Analysis (NHRA) procedure -- Nonlinear analysis procedures based on pushover analysis – General considerations -- Single-mode pushover analysis procedures -- Multi-mode pushover analysis procedures. | |
520 | _aThe book focuses on the use of inelastic analysis methods for the seismic assessment and design of bridges, for which the work carried out so far, albeit interesting and useful, is nevertheless clearly less than that for buildings. Although some valuable literature on the subject is currently available, the most advanced inelastic analysis methods that emerged during the last decade are currently found only in the specialised research-oriented literature, such as technical journals and conference proceedings. Hence the key objective of this book is two-fold, first to present all important methods belonging to the aforementioned category in a uniform and sufficient for their understanding and implementation length, and to provide also a critical perspective on them by including selected case-studies wherein more than one methods are applied to a specific bridge and by offering some critical comments on the limitations of the individual methods and on their relative efficiency. The book should be a valuable tool for both researchers and practicing engineers dealing with seismic design and assessment of bridges, by both making the methods and the analytical tools available for their implementation, and by assisting them to select the method that best suits the individual bridge projects that each engineer and/or researcher faces. | ||
650 | 0 |
_aengineering. _9224332 |
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650 | 0 |
_aCivil engineering. _9566299 |
|
650 | 1 | 4 |
_aEngineering. _9224332 |
650 | 2 | 4 |
_aCivil Engineering. _9566300 |
650 | 2 | 4 |
_aGeotechnical Engineering & Applied Earth Sciences. _9294363 |
700 | 1 |
_aSaiidi, M. Saiid. _eeditor. _9413195 |
|
700 | 1 |
_aAydınoğlu, M. Nuray. _eeditor. _9413196 |
|
700 | 1 |
_aIsaković, Tatjana. _eeditor. _9413197 |
|
710 | 2 |
_aSpringerLink (Online service) _9143950 |
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773 | 0 | _tSpringer eBooks | |
830 | 0 |
_aGeotechnical, Geological and Earthquake Engineering, _9313257 |
|
856 | 4 | 0 | _uhttp://dx.doi.org/10.1007/978-94-007-3943-7 |
912 | _aZDB-2-EES | ||
999 | _c355994 |