000			05203cam a2200457Ii 4500
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007			cr cnu|||unuuu
008			161202s2017 si o 000 0 eng d
020			_a9789811023804 _q(electronic bk.)
020			_a9811023808 _q(electronic bk.)
020			_z9789811023798 _q(print)
035			_a(OCoLC)964698640 _z(OCoLC)974650562
040			_aN$T _cN$T _dIDEBK _dEBLCP _dGW5XE _dYDX _dOCLCF _dN$T _dIDB _dAZU _dUAB _dCOO _dUPM _dWAU _dIOG _dESU _dJBG _dIAD _dICW _dICN _dILO _dOTZ _dOCLCQ _dU3W _dES-MaUEC _bspa
050		4	_aTA749 _b.S567 2017 EB
245	0	0	_aSlope earthquake stability _cYang Changwei, Zhang Jingyu, Lian Jing, Yu Wenying, Zhang Jianjing.
264		1	_aSingapore _bSpringer _c[2017]
300			_a1 recurso en línea
336			_aTexto _btxt _2rdacontent
337			_aelectrónico _bc _2rdamedia
338			_arecurso electrónico _bcr _2rdacarrier
347			_atext file _bPDF _2rda
500			_aSpringerLink _bSpringer Engineering eBooks 2017 English+International
505	0		_aPreface; Contents; 1 Introduction; 1.1 Background and Significance; 1.2 Review; 1.2.1 Shaking Table Test Technology; 1.2.2 Dynamic Characteristics of Slope; 1.2.2.1 Filed Investigation; 1.2.2.2 Model Test; 1.2.2.3 Numerical Simulation Method; 1.2.2.4 Theoretical Analysis; 1.2.3 Deformation Characteristics and Instability Mechanism; 1.2.4 Seismic Stability Evaluation Method; 1.2.4.1 Certainty Analysis Method; 1.2.4.2 Probability Analysis; 1.2.5 Prediction Model for Earthquake-Induced Landslide Hazard; 1.3 Problems; 1.4 Research Objectives and Content.
505	8		_a2 Seismic Array Monitoring Results Analysis2.1 General Condition; 2.2 Monitoring Data of Seismic Array in 5.12 Wenchuan Earthquake; 2.3 Response Characteristics Analysis; 2.4 Frequency Spectrum Response Characteristics; 2.4.1 Fourier Spectrum Along Elevation; 2.4.2 Seismic Ground Motion Response Spectrum Along Elevation; 2.5 Brief Summary; 3 Shaking Table Test of Rock Slopes; 3.1 Large-Scale Shaking Table Test Design; 3.1.1 Purpose; 3.1.2 Installation; 3.1.3 Similarity System; 3.1.3.1 Three Theorems of Similarity; 3.1.3.2 Selection and Adjustment of Similarity Rules.
505	8		_a3.1.10 Data Collecting System3.1.11 Result Record; 3.2 Result Analysis; 3.2.1 Influence Factors of Acceleration Amplification Effect; 3.2.1.1 Effects of Bevel Angles on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.2 Effects of Seismic Density on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.3 Effects of Seismic Wave Types on the PGA Elevation Amplification Effect; 3.2.1.4 Influence of Seismic Ground Motion Response Direction PGA Elevation Amplification Effect; 3.2.2 Fourier Spectrum and Response Spectrum of Acceleration.
505	8		_a3.1.3.3 Determination of Related Physical Parameters3.1.3.4 Derivation of Similarity Criteria Through Matrix Method; 3.1.4 Similar Materials; 3.1.5 Test Instruments and Monitoring Points Disposition Principle; 3.1.5.1 Measurement Information and Selection of Sensor Types; 3.1.5.2 Monitoring Points Disposition Principle of Shaking Table Test; 3.1.6 Testing Points Disposition; 3.1.7 Design and Manufacture; 3.1.7.1 Production and Transportation of Shaking Model Test Materials and Location of the Model Containers; 3.1.7.2 Model Filling of Shaking Table Test; 3.1.8 Sensors; 3.1.9 Loading Scheme.
505	8		_a3.2.2.1 Rock Slope Acceleration Fourier Spectrum Change Rules Along Elevation3.2.2.2 Rock Slope Acceleration Response Spectrum Change Rules Along Elevation; 3.3 Brief Summary; 4 Numerical Analysis Research; 4.1 Brief Introduction to GDEM; 4.1.1 Advantages of GDEM Software; 4.1.2 Fundamental Principle of GDEM; 4.1.3 Verification; 4.1.4 Fundamental Function; 4.1.5 Modeling Progress and Methods; 4.2 Key Problems in Numerical Analysis; 4.2.1 Numerical Analysis Model; 4.2.2 Material Parameters and Constitutive Model; 4.2.3 Boundary Conditions; 4.2.4 Seismic Ground Motion Input Conditions.
520	3		_aThis book begins with the dynamic characteristics of the covering layerbedrock type slope, containing monitoring data of the seismic array, shaking table tests, numerical analysis and theoretical derivation. Then it focuses on the landslide mechanism and assessment method. It also proposes a model that assessing the hazard area based on the field investigations. Many questions, exercises and solutions are given. Researchers and engineers in the field of Geotechnical Engineering and Anti-seismic Engineering can benefit from it.
650		7	_aDesprendimientos de tierras _2embne _0(OCoLC)fst00992079 _0 _9144566
700	1		_aLian, Jing _c(Of the Southwest Jiaotong University), _eautor
700	1		_aYang, Changwei, _eautor
700	1		_aYu, Wenying, _eautor
700	1		_aZhang, Jianjing _c(College teacher), _eautor
700	1		_aZhang, Jingyu _c(Civil engineer), _eautor
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-981-10-2380-4 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
988			_aEBOOK, asignarmaterias, EBSPRINGER_2017B
998			_b02/2018 _dz _e- _zSI
999			_c94967 _d94967 _x1