基于试验数据的砌体填充墙易损性研究          下载免费PDF全文

滕睿  尚庆学  钟湘  王涛 《世界地震工程》2018,34(2):096-103

本文对砌体填充墙的损伤状态进行了划分,并将损伤状态与常用修复方案相关联,明确了不同损伤状态所需要的修复方案。为了建立适用于中国砌体填充墙的易损性函数,对砌体填充墙面内抗震性能的试验数据进行了统计分析以建立损伤状态与工程需求参数的拟合经验关系。以层间位移角作为填充墙的工程需求参数,通过对数正态分布拟合试验数据。结果表明采用对数正态分布拟合的易损性曲线能够满足Lilliefors检验要求,可将其用于砌体填充墙的易损性评估中。  相似文献   

Probability-based seismic reliability assessment method for substation systems     

Jichao Li  Tao Wang  Qingxue Shang 《地震工程与结构动力学》2019,48(3):328-346

Power systems play a key role in emergency rescue after an earthquake. Substations are among the most important components of a power system, so it is necessary to study their seismic reliability after an earthquake. Most studies, however, have focused on the seismic behavior of major electrical equipment or the reliability of the substation under ordinary operational conditions. The seismic reliability of substations as a system has not been thoroughly studied. This study proposes a new probability-based method to evaluate the seismic reliability of complex engineering systems such as substations. The proposed method developed the state tree to construct a greatly simplified system model that enables the failure probability to be calculated for the whole system, with explicit consideration of correlations among various components. A typical 220/110/10-kV substation was studied with this method, and the most critical components were identified.  相似文献   

饮用水中五种有机磷农药残留的测定     

刘庆学  刘金巍  孟志鑫  王磊  安彩秀  孟建卫 《山东国土资源》2009,25(8):54-56,62

采用C18固相萃取GC／FPD法测定水中的5种有机磷农药残留,用甲醇和水活化固相萃取柱,二氯甲烷-正己烷洗脱,定容1．00mL上机测定;讨论了萃取时间、洗脱体积、氢气流量等影响因素。此方法可用于饮用水中马拉硫磷、乐果、对硫磷、敌敌畏和甲拌磷的分析测定。  相似文献   

Functionality analysis of an urban water supply network after strong earthquakes     

Li Jichao  Shang Qingxue  Hou Guanjie  Li Quanwang  Wang Tao 《地震工程与工程振动(英文版)》2021,20(2):291-302

An urban water supply network(WSN)is a crucial lifeline system that helps to maintain the normal functioning of modern society.However,the hydraulic analysis of a significantly damaged WSN that suffers from pipe breaks or leaks remains challenging.In this paper,a probability-based framework is proposed to assess the functionality of WSNs in the aftermath of powerful earthquakes.The serviceability of the WSN is quantified by using a comprehensive index that considers nodal water flow and nodal pressure.This index includes a coefficient that reflects the relative importance of these two parameters.The demand reduction(DR)method,which reduces the water flow of nodes while preventing the negative pressure of nodes,is proposed.The difference between the negative pressure elimination(NPE)method and the DR method is discussed by using the example of a WSN in a medium-sized city in China.The functionality values of the WSN are 0.76 and 0.99 when nodal pressure and nodal demands are used respectively as the index of system serviceability at an intensity level that would pertain to an earthquake considered to occur at a maximum level.When the intensity of ground motion is as high as 0.4 g,the DR method requires fewer samples than the NPE method to obtain accurate results.The NPE method eliminates most of the pipes,which may be unrealistic.  相似文献