Arama Sonuçları - rates foundation

Submodular Rate Region Models for Multicast Communication in Wireless Networks Yazar: Riemensberger, Maximilian

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Foundations of Elastoplasticity: Subloading Surface Model Yazar: Hashiguchi, Koichi

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Deep Learning : Foundations and Concepts. Yazar: Bishop, Christopher M.

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Intelligent Medical Decision Support System Based on Imperfect Information The Case of Ovarian Tumor Diagnosis / Yazar: Dyczkowski, Krzysztof

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Experimental and Applied Mechanics, Volume 4 Proceedings of the 2015 Annual Conference on Experimental and Applied Mechanics /

İçindekiler: “…1.Experimental Characterization of Shape Fixity in Transversely Curved Unimorph SMP Actuators -- 2.Full-field Three-Dimensional Characterization of Non-repetitive Motions by Single-shot Multiplexed Digital Holography -- 3.Basic Foundations of Signal Analysis Models Applied to Retrieval of Displacements and their Derivatives Encoded in Fringe Patterns -- 4.Recent Optical Measurements for the Mechanical Properties of Thin Films -- 5.Evaluation of the Penalized Least Squares Method for Strain Computation -- 6.Speckle Projection Profilometry Using a Diffractive Telecentric Arrangement -- 7.Use of VFM for Heterogeneity Evaluation of Materials Under Uniaxial Tensile Stress -- 8.Optimized Test Design for Identification the Variation of Elastic Stiffness Properties of Loblolly Pine (pinus taeda) Pith to Bark -- 9.Investigation of the Hydric Transfer Phenomenon in Wood at the Ring Scale With the Grid Method -- 10.Extension of the Non-Linear Virtual Fields Method to Inertial Heterogeneous High Strain Rate Tests -- 11.Experimental Mechanics for Graduate Students -- 12.Bridge Foundation Depth Estimation using Sonic Echo Test -- 13.Detonation of Small Charges Buried in Cohesionless Soil -- 14.Similitude Analysis of Composite I-beams With Application  to Subcomponent Testing of Wind Turbine Blades -- 15.Validating FSI Simulations in LS-DYNA 971 R7 -- 16.In Vitro Experimental Study for the Determination of Cellular Characteristics of Mesenchymal Stem Cells Using a Non-uniform Deformation Field -- 17.Development of New Method for Direct Measurement of High Strain Rate Testing Parameters -- 18.Simultaneous Measurement of Polymerization Stress Evolution, Conversion Kinetics, and Exotherm in Real-time -- 19.Symmetric and Asymmetric Double Cantilever Beam Methods for Interfacial Adhesion Strength Measurement in Electronic Packaging -- 20.Broadband Electromechanical Spectroscopy: A Method for Measuring the Dynamic Electromechanical Response of Ferroelectrics -- 21.Experimental Study of MechanicalPerformance in Friction Stir Welded Dissimilar Titanium Alloys -- 22.Testing a Multi-Bay Box Subjected to Combined Loads -- 23.A Study on the Generation of a Fine-grained Layer in Upsetting Between Flat and Conical Dies -- 24.Interface Microstructure and Strength of TLP Bonded Iron and Steel.…”
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Tensor Analysis Yazar: Irgens, Fridtjov

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Ecology and management of forest soils /

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Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls

İçindekiler: “…Initial Trigger for Slope Failures in Volcanic Ash Layer of Hillside Surface in Izu-Oshima Island in Japan due to a Typhoon Rainfall in 2013 -- A Case Study on Silty Sand Liquefaction -- Bearing Capacity of Breakwater Mound under Tsunami-induced Seepage Flow -- Verification of improvement effectiveness by compaction methods during the 2011 off the Pacific Coast of Tohoku Earthquake -- Development of rational soil liquefaction countermeasure consisting of lattice-shaped soil improvement by jet grouting for existing housing estates -- Uplift Mechanism of Rectangular Tunnel in Liquefied Soils -- Seismic Response of Geosynthetic Reinforced Earth Embankment on Different Soil Foundation -- Development of a new in-place cement-mixing method by high pressure injection -- Use of Swedish weight sounding tests for detecting liquefiable backfills reclaimed in iron sand mining pits in Asahi city of Chiba in Japan -- GIS-based study on liquefaction-induced soil subsidence in the Urayasu area due to the 2011 off the Pacific Coast of Tohoku Earthquake -- Effects of non-plastic fines on undrained cyclic behavior of loose sand -- An investigation on the liquefaction-induced sloped ground failure during the 1964 Niigata Earthquake -- Laboratory Experiments on Seepage in Liquefied Sand -- Effects of Cyclic Triaxial Loading Rates on Liquefaction Behavior of Fine-Grained Soils -- Effect of Gravel Content on Saturated Hydraulic Conductivity in Sand -- Effects of overconsolidation, cement stabilisation and unsaturation on the liquefaction resistance of Urayasu sand -- Loessial Landslides Induced by the Minxian-Zhangxian Ms6.6 Earthquake of China in 2013 -- Numerical Simulation of Run-out Behavior of Earthquake-induced Landslides -- The geometric characteristics and initiation mechanisms of the earthquake-triggered Daguangbao landslide -- Centrifuge Modeling of Relationships between Earthquake Intensities and scales of post-quake Triggering Rainfall and Landslide -- Time-prediction method of the onset of a rainfall-induced landslide based on the monitoring of surface displacement and groundwater level in the slope -- Typhoon Rainfall Induces Slope Creep, Groundwater Variation, and Slope movement -- Topographic Characteristic of the Rainfall Inducing landslide in Slate Stratum-Case of Ai-Liao Catchment, South Taiwan -- Site Investigation and In Situ Testing on Shallow Landslide Scars of Natural Slopes Covered by Volcanic Ash and Pumice Fall -- Overhaul the Anchored Slopes in Taiwan -- A study by field measurement and numerical simulation about rainfall seepage mechanism in case of torrential rainfall -- Numerical simulation for the earthquake-induced deformation of a residential-land slope reinforced with landslide prevention piles -- Centrifuge model test on slope reinforcement by Rock bolt with Facing Plate -- Numerical Simulation of Post-entrainment Debris Flow at Alluvial Fan Using FLO-2D Model -- Photomicrograph Investigation of Rock Thin Sections taken from Landslides Scree by the Eastern Honshu Earthquake, 2008 -- An Extension to Weiler-Atherton Clipping Algorithm for the Face-to-face Contact in Three-dimensional Discrete Element Method -- Application of Three-dimensional Discontinuous Deformation Analysis to Simulate Characteristics of Planar Translational Slope Failure -- Hazard mapping for earthquake induced geo-disaster chain -- Monitoring Techniques for Sediment Disaster in Mountant Area -- Seismic Performance of Piles from EQWEAP and Monte Carlo Simulation Analyses -- The overflow model experiment using the waterway for examining the countermeasure effect against the Tsunami-induced tide embankment scouring -- Analysis of a coastal structure damaged due to compound effect of earthquake and tsunami -- An Example of the Restoration Method of Levees Damaged by the Great East Japan Earthquake -- Remediation of a Failed Slope Located at Fault Fracture Zone -- Case Study of Using the Low-Pressure Grouting Method to Uplift a Tilted Building -- A Study on the Bio-treatment Technique of Ground Improvement with Urease Micro-organisms which Live in Japan -- Behavior of Breakwater Foundation Reinforced with Steel Sheet Piles under Seismic Loading -- Shaking table model tests on mitigation of liquefaction-induced distortion of shallow foundation -- Study on the effect of union basement on decreasing destruction during liquefaction -- Analysis of the lateral force on stabilizing piles in c-φ soil -- Application of Close-Range Photogrammetry for Post-Failure Reconnaissance of a Retaining Wall -- Seismic response of a newly-developed geocell reinforced soil retaining wall backfilled with gravel by shaking table model test -- Ultimate Lateral Resistance of Piles in Soils based on Active Pile Length -- Effect of backfill reinforcement on retaining wall under dynamic loading -- Numerical study on the seismic response of waterfront retaining wall reinforced with cushion -- Factors Controlling the Behavior of Piled Foundations due to Cyclic Lateral Loading -- Centrifugal model loading tests on reinforced soil retaining wall with ground water permeation -- Horizontal pressure on a non-yielding wall due to flexible and rigid strip loading -- Matric Suction and Shear Modulus of Unsaturated Compacted Lateritic Soil Subjected to Drying and Wetting -- A constant-head well permeameter measurement of saturated hydraulic conductivity in the vadose zone and the capabilities of carbon dioxide injection -- Remediation of Volcanic Ash Soil in Related to Soil Erodibility against the Heavy Rainfall -- Structural Patterns Effects on the Tensile Properties of Hexagonal Wire Meshes (12 cm x 15 cm). .…”
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Plasticity-Damage Couplings: From Single Crystal to Polycrystalline Materials Yazar: Cazacu, Oana, Revil-Baudard, Benoit, Chandola, Nitin

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Uncertainty Modelling in Data Science

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New Advances in the Internet of Things

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Institutional transformation to engage a diverse student body

İçindekiler: “…Project 2013 : a model for increasing first-year at-risk student retention rates / Rashidah N. Andrews, Jayne K. Drake -- ch. 3. …”
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Internal Erosion in Earthdams, Dikes and Levees Proceedings of EWG‐IE 26th Annual Meeting 2018 /

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5th International Symposium on Data Mining Applications

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Geotechnical Modelling. Yazar: Muir Wood, David

İçindekiler: “…6.6 Pore fluid -- 6.7 Site investigation -- 6.8 Instrumentation -- 6.9 Modelling and testing -- 6.10 Closure -- 7 Theoretical modelling -- 7.1 Introduction -- 7.2 Elastic stress distributions -- 7.3 Plastic failure analysis -- 7.3.1 Bound theorems -- 7.3.2 Structural example -- 7.3.3 Continuum problems-Mohr's circle -- 7.3.4 Bearing capacity of cohesive soil -- 7.3.5 Wall retaining cohesive soil -- 7.3.6 Bearing capacity of frictional soil -- 7.4 One-dimensional consolidation -- 7.4.1 Parabolic isochrones -- 7.4.2 General power law approximate solution -- 7.4.3 Pore pressures for stability analysis of embankment on soft clay -- 7.5 Macroelement models -- 7.5.1 Box model -- 7.5.2 Wall model -- 7.5.3 Footing model -- 7.5.4 Extended Newmark sliding block model -- 7.6 Closure -- 8 Soil-structure interaction -- 8.1 Introduction -- 8.2 Elastic analyses -- 8.2.1 Beam on elastic foundation -- 8.2.2 Pile under lateral loading -- 8.2.3 Pile under axial loading -- 8.2.4 Piled raft -- 8.3 Serviceability calculations -- 8.4 Relative foundation stiffness -- 8.5 Downdrag on pile -- 8.6 Settlement reducing piles -- 8.7 Flexible retaining wall -- 8.8 Tunnel lining -- 8.9 Pile in displacing ground -- 8.10 Integral bridge abutment -- 8.11 Closure -- 9 Envoi -- Bibliography -- Index.…”
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Next Generation DNA Led Technologies

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Deep Learning with TensorFlow and Keras - 3rd Edition : Build and Deploy Supervised, Unsupervised, Deep, and Reinforcement Learning Models. Yazar: Kapoor, Amita

İçindekiler: “…Cover -- Copyright -- Contributors -- Table of Contents -- Preface -- Chapter 1: Neural Network Foundations with TF -- What is TensorFlow (TF)? -- What is Keras? …”
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Solid state physics / Yazar: Grosso, Giuseppe, Pastori Parravicini, Giuseppe

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Blast Protection of Buildings. Yazar: Engineers, American Society of Civil

İçindekiler: “…5.3.1.1 General -- 5.3.1.2 Structural Member Global Response -- 5.3.1.3 Cementitious Material Spalling/Scabbing -- 5.3.2 Limits on Analytical Procedures -- 5.3.3 Complex Modeling Methods -- Chapter 6: STRUCTURAL SYSTEMS -- 6.1 GENERAL PROVISIONS -- 6.1.1 Purpose -- 6.1.2 Scope and Application -- 6.2 STRUCTURAL MODELING AND ANALYSIS -- 6.2.1 Analytical Methods -- 6.2.1.1 Pressure-Impulse Charts -- 6.2.1.2 Single Member Response Analysis -- 6.2.1.3 Structural System MDOF Response Analysis -- 6.2.1.4 Explicit Linear or Nonlinear Finite Element Analysis -- 6.2.2 Materials -- 6.2.2.1 Material Strength Increase -- 6.2.3 Modeling of Members -- 6.2.3.1 Flexure -- 6.2.3.1.1 Flexure in Structural Steel Members -- 6.2.3.1.2 Flexure in Concrete Members -- 6.2.3.1.3 Flexure in Masonry Members -- 6.2.3.2 Shear, Axial, and Reaction Forces in Bending Members -- 6.2.3.2.1 Shear in Structural Steel Members -- 6.2.3.2.2 Shear in Reinforced Concrete Members -- 6.2.3.2.3 Shear in Masonry Members -- 6.2.3.3 Axial Load Effects -- 6.2.3.3.1 Compression Members -- 6.2.3.3.2 Tensile Members -- 6.2.3.4 Instability -- 6.2.3.4.1 Member and System Stability -- 6.2.3.4.2 Local and Lateral-Torsional Buckling -- 6.2.3.4.3 Instability Initiated by Damage -- 6.2.3.4.4 Progressive Collapse -- 6.2.3.5 Foundation Members -- 6.2.3.6 Roof Systems -- 6.2.4 Connections and Joints -- 6.2.5 Application of Loads -- 6.2.5.1 Empirical Data, Ray Tracing, and Computational Fluid Dynamics -- 6.2.5.2 Spatial Distribution -- 6.2.5.3 Temporal Distribution -- 6.2.5.4 Negative Phase -- 6.2.5.5 Member-to-Member Load Transfer -- 6.2.5.6 Tributary Loads -- 6.2.5.7 Load Combinations -- 6.2.5.8 Clearing Effects -- 6.2.6 Mass -- 6.3 STRUCTURAL DESIGN -- 6.3.1 Structural Systems -- 6.3.1.1 Steel Moment Frame Systems -- 6.3.1.2 Steel Braced Frame Systems -- 6.3.1.3 Concrete Moment Frame Systems.…”
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Extraction 2018 Proceedings of the First Global Conference on Extractive Metallurgy /

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