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_aSpringerLink (Online service) _9106996 |
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_c110756 _d110756 _x1 |
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| 003 | ES-MaUEC | ||
| 005 | 20230102113436.0 | ||
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| 007 | cr nn nnnaamaa | ||
| 008 | 190430s2019 si a o |||| 0|eng d | ||
| 020 | _a9789811371851 | ||
| 024 | 7 |
_a10.1007/978-981-13-7185-1 _2doi |
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_bspa _dES-MaUEC _cES-MaUEC |
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| 050 | 4 |
_aTA654.6 _b2019 EB |
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| 100 | 1 |
_aTakabatake, Hideo _eautor _9670776 |
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| 245 | 1 | 0 |
_aSimplified Dynamic Analysis of High-Rise Buildings : _bApplications to Simplified Seismic Diagnosis and Retrofit Using the Extended Rod Theory _cby Hideo Takabatake, Yukihiko Kitada, Izuru Takewaki, Akiko Kishida |
| 264 | 1 |
_aSingapore _bSpringer Singapore : _bImprint: Springer _c2019 |
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| 300 |
_a1 recurso en línea (XIV, 277 páginas) _b215 ilustraciones, 50 ilustraciones a color |
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_2rdacontent _aTexto _btxt |
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| 337 |
_2rdamedia _aelectrónico _bc |
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_2rdacarrier _arecurso electrónico _bcr |
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_atext file _bPDF |
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| 490 | 0 | _aEngineering (Springer-11647) | |
| 505 | 0 | _aStructural Properties of High-rise Buildings -- Earthquake Response Analysis of High-rise Buildings -- Measures for the Long- period Ground Motion -- Equivalent Rod Theory -- Analysis of High-rise Buildings by the Rod Theory -- Analysis Example by the Rod Theory -- Application SSD, Designed for Response Analysis Using the Rod Theory -- Analysis Considering Soil-Structure Interaction -- Amplification of Earthquake Ground Motions by Surface Ground -- Fundamental Information Notes of Structural Design -- APPENDIX. | |
| 520 | 3 | _aThis book presents a simple analytical method based on the extended rod theory that allows the earthquake resistance of high-rise buildings to be easily and accurately evaluated at the preliminary design stage. It also includes practical software for applying the extended rod theory to the dynamic analysis of actual buildings and structures. High-rise buildings in large cities, built on soft ground consisting of sedimentary rock, tend to have low natural frequency. If ground motion due to an earthquake occurs at distant hypocenters, the vibration wave can be propagated through several sedimentary layers and act on skyscrapers as a long-period ground motion, potentially producing a resonance phenomenon that can cause severe damage. Accordingly, there is a pressing need to gauge the earthquake resistance of existing skyscrapers and to improve their seismic performance. This book was written by authors who have extensive experience in tall-building seismic design in Japan. The software included enables readers to perform dynamic calculations of skyscrapers' resistance to vibrations. As such, it offers a valuable resource for practitioners and engineers, as well as students of civil engineering. | |
| 650 | 7 |
_2embne _aAnálisis estructural (Ingeniería) _9150495 |
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| 650 | 7 |
_2embne _9150043 _aIngeniería sísmica |
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| 650 | 7 |
_2embne _aRascacielos _9139982 |
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| 700 | 1 |
_aKitada, Yukihiko _eautor _9670777 |
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| 700 | 1 |
_aTakewaki, Izuru _eautor _9670779 |
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| 700 | 1 |
_aKishida, Akiko _eautor _9670778 |
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| 776 | 0 | 8 |
_iPrinted edition: _z9789811371844 |
| 776 | 0 | 8 |
_iPrinted edition: _z9789811371868 |
| 776 | 0 | 8 |
_iPrinted edition: _z9789811371875 |
| 856 | 4 | 0 |
_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-981-13-7185-1 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid) |
| 942 |
_2lcc _cLE |
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| 988 | _aPrimersemestre_2019_Engineering | ||
| 998 |
_aSI _cm _dz _feng _ggw _h0 _b09/2019 _eel _zSI |
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