03729nam 2200637 450 991013717080332120230808212911.01-118-94626-X1-118-94628-61-118-94625-1(CKB)3710000000531422(EBL)4187359(SSID)ssj0001580774(PQKBManifestationID)16259900(PQKBTitleCode)TC0001580774(PQKBWorkID)14861440(PQKB)10914140(PQKBManifestationID)16262593(PQKB)24317167(MiAaPQ)EBC4187359(DLC) 2015041582(Au-PeEL)EBL4187359(CaPaEBR)ebr11128385(CaONFJC)MIL879840(OCoLC)935249060(EXLCZ)99371000000053142220160105h20162016 uy 0engur|n|---|||||txtccrSeismic loads /Victor M. LyatkherHoboken, New Jersey ;Salem, Massachusetts :Scrivener Publishing :Wiley,2016.©20161 online resource (371 p.)Description based upon print version of record.1-118-94624-3 Includes bibliographical references and index.Half Title page; Title page; Copyright page; Preface; Chapter 1: Statement of the Problem; 1.1 General Scheme of Estimation of Seismic Stability; 1.2 Seismic Hazard; 1.3 Variation of Seismic Hazard; 1.4 Seismic Loads; Chapter 2: The Definition of Seismic Actions; 2.1 The Probability of Loads During the Earthquake of a Given Intensity; 2.2 Recognition of Earthquake Foci; 2.3 The Calculation of Seism Caused by Movement in the Earthquake Focus; 2.4 Physics of Focus and Control of Seismicity; 2.5 Seismic Forces for a Fixed Position and Energy of the Earthquake SourceChapter 3: The Influence of Topography and Soil Conditions. Secondary Processes3.1 Influence of the Canyons; 3.2 Dynamics of Water-Saturated Soil Equivalent Single-Phase Environment; 3.3 Dynamics of Water-Saturated Soil as Multiphase Medium; 3.4 The Real Estimates of the Property of Soils; 3.5 Landslides and Mudflows; 3.6 Waves on the Water; Chapter 4: Example of Determination of Seismic Loads on the Object in an Area of High Seismicity; 4.1 Assessment of Seismotectonics and Choice of Calculation of Seismicity; 4.2 The Parameters of Impacts; 4.3 Selection of Unique4.4 Numerical Models of the Focus4.5 The Influence of the Shape of the Canyon; Chapter 5: Examples of Determination of Seismic Effects on Objects in Areas of Low Seismicity; 5.1 Preliminary Analysis; 5.2 Assessment of Seismic Risk on Seismological Data; 5.3 Tectonic Structure of the Area; 5.4 Recognition of Seismically Active Nodes' Morphostructure; 5.5 The Types of Computational Seismic Effects; 5.6 Analog Modeling of Seismic Effects; 5.7 Mathematical Modeling of Seismic Effects; Chapter 6: Stability of Structures During Earthquakes; 6.1 Stability of Concrete Dams6.2 Vibration and Strength Reserves of the High Dams6.3 The Reliability of Groundwater Dams; 6.4 The Stability of Underground Structures; 6.5 Seismic Effects Caused by Missing Floods Through the Waterworks; Conclusion; References; IndexEarthquake engineeringAxial loadsEarthquake engineering.Axial loads.624.1/762Li͡atkher V. M(Viktor Mikhaĭlovich),913450MiAaPQMiAaPQMiAaPQBOOK9910137170803321Seismic loads2051667UNINA