The first part of this paper is concerned with the theoretical analysis of the dynamic behavior of externally pressurized bearings compensated by constant resistance as well as controlled restrictors. The response of the bearing to harmonic and step function loads is considered and perturbation solutions are obtained. The effect of the different bearing design parameters on its dynamic stiffness is studied and recommendations are suggested. The second part of the paper includes a description of an experimental investigation supporting the theoretical analysis. Experiments were conducted on a single bearing as well as on a scale-model machine table supported on four bearings. Results obtained for different types of bearing compensation and loading are described and discussed. Moreover, the effect of oil aeration on the dynamic stiffness of hydrostatic bearings is investigated.
In high-rise buildings, shear walls are an important structures feature for sustaining lateral forces. The production of prefabricated steel frames buildings will effectively overcome iron and steel spare capacity, allowing the building sector to recover the industrial revolution. As an advanced kind of flexural rigidity steel plate shear walls (SPSWs) can withstand majority of the load in the frame structure, boost the preliminary lateral toughness and lateral bearing strength, and serve as a first protective barrier until the main frame is demolished, reducing the main frame's failure level and improving the structure's failure resistance. When structures are subjected to external loads such as earthquakes, wind, and other natural disasters, shear walls can be used to increase the structure's strength and safety. The main focus of this research is to use SAP2000 to compare and analyze two different types of shear walls in two different 7-story buildings. Two structural members, one having a honeycombed steel sheet sandwiched between two thin steel plates shear wall and the other having RCC shear wall are compared based on lateral loading parameters (base shear, displacement story-drift etc.). Using SAP2000, the effects of three main parameters were investigated by Pushover analysis and Time history analysis. From the complete analysis, shear wall with honey combed thin plates is proved to be better against seismic and wind loading as compared to RCC wall as well as honeycombed sheet sandwiched between steel plates is economical and gives more area to the story by occupying less space.
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