The Kobe Earthquake‚ also known as The Great Hanshin Earthquake occurred January 17th‚ 1995‚ resulting in the second most deadly and most damaging Japanese earthquake of the 20th century behind The Great Kanto Earthquake of 1923. The epicenter was 20 km southwest of Kobe‚ with a moment magnitude of 6.9. Figure 1 shows the location of the epicenter with respect to the island of japan. The main ground shaking lasted about 20 seconds as a result of a right lateral strike-slip faulting system. A considerable
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units‚ divisions‚ product lines‚ etc.) Shear Perfection Unisex Salon is a full-service salon servicing both men and women. Here at Shear Perfection Unisex Salon we are dedicated to consistently providing high customer fulfillment by rendering outstanding service‚ superior products‚ and furnishing a pleasant atmosphere at a suitable price. We also maintain a welcoming‚ fair‚ and artistic work environment‚ which respects diversity‚ ideas‚ and hard work. Shear Perfection will offer a hair care product
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Permeability of Unsaturated Soils • Shear strength of Unsaturated Soils • Examples • Conclusions Room 2.511B Introduction & Terminology State whether the following statements are True or False 1. Soils below water tables are fully saturated. Soils belo tables are sat 2. All soils above water table are unsaturated. 3. Compacted soils are generally unsaturated soils. 4. Shear strength of a saturated clayey sand is greater than its unsaturated shear strength. Why do we need to understand
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the thunderstorm. 2. How are tornadoes formed? Tornadoes form in unusually violent thunderstorms when there is sufficient instability‚ and wind shear present in the lower atmosphere. Instability refers to warmer and more humid than usual conditions in the lower atmosphere‚ and possibly cooler than usual conditions in the upper atmosphere. Wind shear in this case refers to the wind direction changing‚ and the wind speed increasing‚ with height. 3. Parts of a thunderstorm a) Updrafts/Downdrafts-
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flow of the lower crust. The double set of extensional shear zones consists of an upper to middle crust collision and lower crust and upper mantle collision‚ which dipped in the opposite direction of the Mohorovicic-offsetting shear zone. These events caused crustal stretching of the lower crust and upper mantle. The upper to middle crust had extensional reactivation of the thrust as well as the formation of new extensional faults and shear zones. When the lower crust came into contact with the
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vibration is the main forms‚ and other directions vibration is relatively small. So we will analysis the situations of horizontal circular vibration in the following. The body of inertia cone crusher is located in the vibration isolation system. Set the shear elastic of vibration isolation system as K. the total mass of material in the crusher is M. the inertia force in any direction can be simplified as spring mass system by horizontal circular system. Because there is always hinder in the real vibration
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10–100% (the acceptable range) rheological data (the viscometer were shear stress and viscosity at different shear rate values) were recorded (Azhari et al.‚ 2016). Studying the rheological behavior using the rheological data was by fitting the power law model: τ=Kγ^n Equ (2) Where τ is the shear stress‚ γ is the rate of shear‚ K is the consistency index (sec.)‚ and n is the flow index. When n in the range (zero to one) this means a shear thinning fluid‚
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2020”. SYNOPSIS Introduction Earthquake in General & Analysis Energy Flow Earthquake Analysis 2 Buildings Reaction towards Earthquake Structural Members and design Beams & Columns as a Structural Members Horizontal Bands Shear Wall Boundary elements Concealed Beams Reduced Beams General Design Consideration Inverse pendulum effect Beam column design Short Column Behavior Beam Column Joint Recent trends in Seismic resistive design Bracings
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of material is subjected to a shear force of 300N and is deformed. Find (a) the shear stress and (b) the shear strain. Dimensions L=130mm H=50mm W=60mm Task 5 (M1) A component containing two pins is subjected to a combination of direct and shear stress. The pins are 10mm diameter with a UTS of 600MPa and an USS of 400Mpa. Calculate: The factor of safety of the pins when subjected to direct stress. The factor of safety for the pins when subjected to shear stress. Grading criteria for
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0/ 10.0 Points Using the wind information in the sounding below‚ how would you describe the wind shear profile as you ascend in the atmosphere from the surface? A.There is only speed wind shear in the image. B.No wind shear is present. C.Strong directional and speed wind shear in the lowest part of the atmosphere. D.The winds are the same at all levels. Answer Key: C Feedback: Wind shear is the change in wind direction with
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