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Realistic Estimates of the Uncertainties and the Reliability Indices for Shallow Foundation Design Considering Seismic Loading

机译:考虑地震荷载的浅层基础设计的不确定度和可靠性指标的现实估计

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摘要

The Turkish Earthquake Code “Specification for Structures to be Built in Disaster Areas“rnwas strictly followed to design the shallow foundations of a typical reinforced concrete building. Then,rnthe uncertainties in the force and resistance components that are involved in the design of these shallowrnfoundations are evaluated. The uncertainty in the seismic loading was taken into account, since it is believedrnto be one of the major influencing factors. Typical reliability index values that are realized in therncurrent practice are determined. The results are compared to target reliability indices for superstructuresrnthat are usually employed in practice.
机译:设计典型的钢筋混凝土建筑的浅层基础时,严格遵循土耳其地震法典“在灾区建造建筑物的规范”。然后,评估了这些浅基础设计中涉及的力和阻力分量的不确定性。考虑到地震荷载的不确定性,因为它被认为是主要的影响因素之一。确定在当前实践中实现的典型可靠性指标值。将结果与通常在实践中使用的上部结构的目标可靠性指标进行比较。

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