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Toward this end, this research evaluates the influence of design parameters (height, span, structural thickness, number of units, and scissor type) on the structural behaviour (stress, deflection and mass) of scissor arches.
The statistical analysis reveals that the common parameters including ground motion intensity, longitudinal reinforcement ratio, column diameter, number of columns per bent, column height, span length, and concrete compressive strength significantly influence the response of the three studied irregular bridges.
A combined three dimensional Couple Level Set & Volume of Fluids (CLSVOF) approach with an improved K-H & R-T model is used to characterize penetration height, span expansion area, angle of shock wave and sauter mean diameter (SMD) distribution of the kerosene droplets with/without considering evaporation.
The following tests and questionnaires were performed by the CRA: - Biometry: circumference of upper arm, calf and upper leg, skin fold of upper arm, calf and upper leg, weight, height, span width and knee height.
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Therefore the present model had the greater dimensions and also more stories, then using ANSYS program for these properties simulation was impossible, so for further modeling by raising height, spans and number of stories the SAP2000 20100) software is used to continuing this research paper for optimizing the time consuming.
The tomographic analysis confirmed a well-demarcated glycocalyx of varying height spanning the luminal side of an endothelial cell in collectors from 9-month-old rats (Fig. 3f).
Ceiling heights span 30 feet in the office/showroom area where employees work in flexible environment.
It is found that seasonally frozen soil causes significant change in the stiffness and damping ratio of the soil pile system, and may have greatly impact the dynamic response of the bridge piers; the influence increases with decreasing pier height-span ratio or increasing overall pier stiffness.
Furthermore, the load-displacement curves and failure modes of the SFECW were investigated by the finite element method, and the influence of key parameters such as the position of hanging points, the strength grade of recycled concrete, the thickness of wall, the height-span ratio and axial compression ratio on the SFECW were discussed.
The resultant feature heights spanned 0 2 μm.
New assessment of tephra fallout was carried out by Cioni et al. (2003) who evaluated the conditional probability of a mass loading greater than a given threshold, considering an event with total mass equal to 5 ×1011 kg, column heights spanning from 12 to 22 km, the same wind velocity profiles recorded at Brindisi, and four different total grain-size distributions.
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