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Predicting the change of hydraulic loads on bridges: a case study in Italy with a 100-year database

机译:桥梁水力荷载变化预测:意大利100年数据库案例研究

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Planet Earth is naturally subject to climatic variability, but over the recent decades extreme deviations have been observed. Climate change, as a manmade-induced process, is mainly due to the increase of greenhouse gasses emission. Global warming consequences drive also to an intensification of hydrological cycles, leading to more frequent and severe precipitations. In parallel, several bridges have collapsed in the last years due to extreme rainfalls. Although the impacts of climate change on built environment do not always present a direct cause-effect relation, analysis on specific parameters (as rain volume) that are inputs in bridge design, can clarify some aspects of this interaction. In this paper, the peak discharge variation of different rivers located in the northwest of Italy, within the last 100 years, is analyzed. A cluster analysis was performed to understand if the hydraulic design loads should be considered with a different intensity if the bridge had been built with reference to an up-to-date database, or if in the last decades, when the majority of these structures were built. The rainfall data was analyzed through classical techniques, such as the frequency-based statistical method, but without the stationary time hypothesis. In this case, the extreme value theory was used for the estimation of intensity-duration curve parameters. By introducing a second-order analysis, where random variables can change over time, an increase-trend of rainfall height was found, and the peak discharge was determined accordingly. The relevant parameters on the case-study area were preliminarily obtained through geographic information systems. The results evidenced that nowadays-floods parameters are significantly different from those of the past, and this behavior is escalated when high return period values are assumed. Furthermore, although hydraulic design loads are increasing, many existing bridges are not properly maintained, leading to an increased number of collapses.
机译:地球自然会受到气候变化的影响,但在最近几十年里,人们观察到了极端的偏差。气候变化是一个人为诱发的过程,其主要原因是温室气体排放的增加。全球变暖的后果也加剧了水文循环,导致更频繁、更严重的降水。同时,过去几年中,由于极端降雨,几座桥梁倒塌。尽管气候变化对建成环境的影响并不总是呈现出直接的因果关系,但对桥梁设计中输入的特定参数(如降雨量)的分析可以澄清这种相互作用的某些方面。本文分析了意大利西北部不同河流近100年来的洪峰流量变化。进行了聚类分析,以了解如果桥梁是参照最新数据库建造的,或者如果在过去几十年中,这些结构的大多数是建造的,那么是否应该以不同的强度考虑水力设计荷载。降雨数据通过经典技术进行分析,如基于频率的统计方法,但没有平稳时间假设。在这种情况下,极值理论用于估计强度-持续时间曲线参数。通过引入随机变量随时间变化的二阶分析,发现了降雨高度的增加趋势,并据此确定了峰值流量。通过地理信息系统初步获得了案例研究区域的相关参数。结果表明,现在的洪水参数与过去的洪水参数有很大不同,当假设重现期较高时,这种行为会升级。此外,尽管水力设计荷载在增加,但许多现有桥梁没有得到适当维护,导致坍塌的数量增加。

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