Arama Sonuçları - building natural experiment

Automatic Control with Experiments Yazar: Hernández-Guzmán, Victor Manuel, Silva-Ortigoza, Ramón

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Simulation and Experiments of Material-Oriented Ultra-Precision Machining

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The Subjective Experience of Joblessness in Poland Yazar: Tomescu-Dubrow, Irina, Dubrow, Joshua Kjerulf, Kiersztyn, Anna, Andrejuk, Katarzyna, Kołczyńska, Marta, Slomczynski, Kazimierz M.

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Building the Cycling City The Dutch Blueprint for Urban Vitality / Yazar: Bruntlett, Melissa, Bruntlett, Chris

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Hands-on Experience with Altera FPGA Development Boards Yazar: Parab, Jivan S., Gad, Rajendra S., Naik, G.M

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Glassy Nuclei in Amorphous Ice Novel Evidence for the Two-Liquids Nature of Water / Yazar: Tonauer, Christina Maria

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Substantive Bias and Natural Classes An Empirical Approach / Yazar: Lin, Yu-Leng

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Impact Behavior and Pedestrian Protection of Automotive Laminated Windshield Theories, Experiments and Numerical Simulations / Yazar: Xu, Jun, Li, Yibing

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Exploring Occupant Behavior in Buildings Methods and Challenges /

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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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Bio-aggregates Based Building Materials State-of-the-Art Report of the RILEM Technical Committee 236-BBM /

İçindekiler: “…Hygric and thermal properties of bio-aggregate based building materials -- 6.0 Introduction -- 6.1 Hygric properties -- 6.2 Thermal properties -- 6.3 Concluding remarks on hygrothermal behavior of bio-aggregate based building materials -- References -- Chapter 7. …”
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Advancements in Smart City and Intelligent Building Proceedings of the International Conference on Smart City and Intelligent Building (ICSCIB 2018) /

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Concrete Construction Practical Problems and Solutions / Yazar: Surahyo, Akhtar

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Case Studies of Building Pathology in Cultural Heritage

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Simplified Dynamic Analysis of High-Rise Buildings Applications to Simplified Seismic Diagnosis and Retrofit Using the Extended Rod Theory / Yazar: Takabatake, Hideo, Kitada, Yukihiko, Takewaki, Izuru, Kishida, Akiko

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Sustainable Technologies for Nearly Zero Energy Buildings Design and Evaluation Methods / Yazar: Medved, Sašo, Domjan, Suzana, Arkar, Ciril

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Shear Strengthening of T-beam with GFRP A Systematic Approach / Yazar: Panda, Kishor Chandra, Barai, Sudhirkumar V., Bhattacharyya, Sriman Kumar

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Biomedical Technology Modeling, Experiments and Simulation /

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Reinforced Concrete Design to Eurocode 2 Yazar: Toniolo, Giandomenico, di Prisco, Marco

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Historic Mortars Advances in Research and Practical Conservation /

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