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the contingent valuation method of physical deterioration elements of buildings

机译:建筑物物理劣化要素的或有评估方法

摘要

the invention relates to the research on safety assessment of buildings and their elastic elements and involves the development of the scale of u0432u0435u0440u043eu044fu0442u043du043eu0441u0442u043du043eu0439 the degree of physical wear and tear u044du043bu0435u043cu0435u043du0442u043e u0446u0435u043du043au0438in the buildings.proposed methodincluding the definition of the average degree of physical wear and tear the building based on the quantification of the current technical status of the elements and buildings. compared with the original u0441u043eu0441u0442u043e u0435u043bu043eu043cu044fu043du0438u0435u043c technical and operational properties of the structures and buildings in general.according to the invention as an indicator of physical deterioration of the building are increasing the likelihood of his foot long failure or destruction for a w u0440u043eu043cu0435u0436u0443u0442u043eu043a timedetermine the average strength of the element at the beginning of operation and after a period of time.set the values of the initial and the limit for the entire duration of the probability of failure or destruction ofon the obtained values by dividing the voltage of primary and secondary values limit the strength of 100%, and the service life of elements of the form p u0440u043eu0446u0435u043du0442u043du0443u044e and temporal scaleon the measure of wear elements of buildings, on the basis of which carry out assessment of the building element, through the growth of its likelihood of failure or u0440u0430u0437u0440u0443u0448u0435 through building a function of;where (u03c6i - intensity changes the probability of failure (destruction) for the period u0394u0442 in fractions of 1 per unit time; ui and ui + 1 of the argument (target strength)for which it is necessary to determine the probability of failure (fracture) at the beginning and the end of the reporting period; pi and pi + 1 is the density probability distribution started e and the end of the reporting periodb - the upper limit density probability distribution.
机译:本发明涉及建筑物及其弹性元件的安全性评估研究,涉及到 u0432 u0435 u0440 u043e u044f u0442 u043d u043e u0441 u0442 u043d u043e u0439建筑物中的物理磨损程度 u044d u043b u0435 u043c u0435 u043d u0442 u043e u0446 u0435 u043d u043d u043a u0438建议的方法包括定义建筑物的平均物理磨损程度基于对元素和建筑物当前技术状态的量化。与原始 u0441 u043e u0441 u0442 u043e u0435 u043b u043e u043c u044f u043d u0438 u0435 u043c的技术和操作性能相比,根据本发明,建筑物物理恶化的指标正在增加脚的长时间失足或毁坏的可能性,因为aw u0440 u043e u043c u0435 u0436 u0443 u0442 u043e u043a时间确定开始操作时该元件的平均强度在一段时间后,通过将一次和二次值的电压除以100%的强度,将获得的值的失败或破坏的整个持续时间的初始值和极限值设置为极限形式为p u0440 u043e u0446 u0435 u043d u0442 u043d u0443 u044e的元素的寿命和建筑物的磨损元素度量的时间尺度,在此基础上评估建筑元素,通过它的成长通过建立以下函数来确定失败的可能性或 u0440 u0430 u0437 u0440 u0443 u0448 u0435:其中( u03c6i-强度更改了 u0394 u0442期间失败(破坏)的概率,以每1的分数为零单位时间; ui和ui + 1(目标强度),需要确定报告期开始和结束时的失败概率(断裂); pi和pi +1是从e开始到报告周期b的密度概率分布-上限密度概率分布。

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