|
|
|
|
LEADER |
00000cam a2200000Mu 4500 |
001 |
EBOOKCENTRAL_ocn935249060 |
003 |
OCoLC |
005 |
20240329122006.0 |
006 |
m o d |
007 |
cr |n||||||||| |
008 |
160123s2015 xx o 000 0 eng d |
040 |
|
|
|a EBLCP
|b eng
|e pn
|c EBLCP
|d OCLCQ
|d RECBK
|d OCLCO
|d OCLCF
|d DXU
|d MERUC
|d ZCU
|d ICG
|d OCLCQ
|d OCLCO
|d DKC
|d OCLCQ
|d UKAHL
|d OCLCQ
|d UEJ
|d OCLCQ
|d OCLCO
|d OCLCL
|
020 |
|
|
|a 9781118946251
|
020 |
|
|
|a 1118946251
|
029 |
1 |
|
|a DEBBG
|b BV044059129
|
035 |
|
|
|a (OCoLC)935249060
|
050 |
|
4 |
|a TA654.6
|b .L538 2016
|
082 |
0 |
4 |
|a 624.1/762
|2 23
|
049 |
|
|
|a UAMI
|
100 |
1 |
|
|a Li͡atkher, V. M.
|q (Viktor Mikhaĭlovich)
|
245 |
1 |
0 |
|a Seismic Loads.
|
260 |
|
|
|b Wiley,
|c 2015.
|
300 |
|
|
|a 1 online resource (371 pages)
|
336 |
|
|
|a text
|b txt
|2 rdacontent
|
337 |
|
|
|a computer
|b c
|2 rdamedia
|
338 |
|
|
|a online resource
|b cr
|2 rdacarrier
|
588 |
0 |
|
|a Print version record.
|
505 |
0 |
|
|a 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 Source.
|
505 |
8 |
|
|a Chapter 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 Unique.
|
505 |
8 |
|
|a 4.4 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 Dams.
|
505 |
8 |
|
|a 6.2 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; Index.
|
520 |
|
|
|a Earthquakes are a way of life on Earth, and, whether you live in an area that is often affected by earthquakes or not, every building, every road, every bridge, and, in fact, almost everything constructed by humans in which we walk, sleep, live, sit, or visit, has to be constructed to withstand an earthquake, by following local, regional, or national codes, laws, and regulations. Further to this, the science and engineering behind these constructions go further than what is mandated by government as a part of their practice. All construction, and, in general, all life on Earth, has some risk of seismic impacts. A comprehensive description of any seismic action may be given only on a probabilistic basis and, in general, is very bulky and quite uncertain. However, for a variety of structures or systems that meet fairly simple models of behavior during earthquakes, a general description of the seismic action is not required, for prediction of the status of such facilities or systems may be sufficient to define one or more common parameters of seismic impact. Thus, it makes sense to search for optimal parameters of influence in which optimality is understood with the greatest ease with sufficient information. This book contains a description of several models of seismic effects and examples of implementation of these models at specific sites. Using this information, scientists and engineers can design structures that are stronger, safer, and longer-lasting. It is a must-have for any scientist, engineer, or student working in or researching seismic loads and constructions with a view toward withstanding seismic activity.
|
590 |
|
|
|a ProQuest Ebook Central
|b Ebook Central Academic Complete
|
650 |
|
0 |
|a Political science.
|
650 |
|
7 |
|a POLITICAL SCIENCE
|x Public Policy
|x Environmental Policy.
|2 bisacsh
|
650 |
|
7 |
|a Political science
|2 fast
|
758 |
|
|
|i has work:
|a Seismic loads (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCGVRG7Kqt6X8J68QQPb9Kq
|4 https://id.oclc.org/worldcat/ontology/hasWork
|
776 |
0 |
8 |
|i Print version:
|a Lyatkher, Victor M.
|t Seismic Loads.
|d : Wiley, ©2015
|z 9781118946244
|
856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=4187359
|z Texto completo
|
938 |
|
|
|a Askews and Holts Library Services
|b ASKH
|n AH28825653
|
938 |
|
|
|a EBL - Ebook Library
|b EBLB
|n EBL4187359
|
938 |
|
|
|a Recorded Books, LLC
|b RECE
|n rbeEB00665405
|
994 |
|
|
|a 92
|b IZTAP
|