Analysis of resistance factors for LRFD of soil nail pullout limit state using default FHWA load and resistance models     

Hui Hu 《Marine Georesources & Geotechnology》2020,38(3):332-348

Abstract

Resistance factors for load and resistance factor design (LRFD) of pullout limit state of both permanent and temporary soil nails are calibrated against a wide design space using the current Federal Highway Administration (FHWA) nail load and resistance models. The calculated resistance factors were shown to scatter broadly among design scenarios that differ in wall face batter, soil friction angle, nail ultimate bond strength, and surcharge live load. An important lesson learned from the analysis results is that the current practice of using a single resistance factor for LRFD of nail pullout limit state could not result in uniform reliabilities across different design scenarios. Simple artificial neural network (ANN) models were developed for computation of resistance factors. Design examples demonstrated the ability of the ANN models in providing resistance factors that yield satisfactory and consistent reliabilities in different nail pullout designs.  相似文献   

Improving sustainability of urban drainage systems for climate change adaptation using best management practices: a case study of Tehran,Iran     

Negin Binesh  Amin Sarang  Wolfgang Rauch 《水文科学杂志》2019,64(4):381-404

Although the effectiveness of best management practices (BMPs) in reducing urban flooding is widely recognized, the improved sustainability achieved by implementing BMPs in upstream suburban areas, reducing downstream urban floods, is still debated. This study introduces a new definition of urban drainage system (UDS) sustainability, focusing on BMP usage to enhance system performance after adaptation to climate change. Three types of hydraulic reliability index (HRI) plus robustness and improvability indices were used to quantify the potential enhanced sustainability of the system in a changing climate, together with a climate change adaptability index (CCAI). The sustainability of UDS for the safe conveyance of storm-water runoff was investigated under different land-use scenarios: No BMP, BMP in urban areas, and BMP inside and upstream of urban areas, considering climate change impacts. Rainfall–runoff simulation alongside drainage network modelling was conducted using a storm-water management model (US EPA SWMM) to determine the inundation areas for both base-line and future climatic conditions. A new method for disaggregating daily rainfall to hourly, proposed to provide a finer resolution of input rainfall to SWMM, was applied to a semi-urbanized catchment whose upstream runoff from mountainous areas may contribute to the storm-water runoff in downstream urban parts. Our findings confirm an increase in the number of inundation points and reduction in sustainability indices of UDS due to climate change. The results present an increase in UDS reliability from 4% to 16% and improvements in other sustainability indicators using BMPs in upstream suburban areas compared to implementing them in urban areas.  相似文献   

An ensemble approach for the analysis of extreme rainfall under climate change in Naples (Italy)     

Roberta Padulano  Alfredo Reder  Guido Rianna 《水文研究》2019,33(14):2020-2036

In the present paper, an ensemble approach is proposed to estimate possible modifications caused by climate changes in the extreme precipitation regime, with the rain gauge Napoli Servizio Idrografico (Naples, Italy) chosen as test case. The proposed research, focused on the analysis of extremes on the basis of climate model simulations and rainfall observations, is structured in several consecutive steps. In the first step, all the dynamically downscaled EURO‐CORDEX simulations at about 12 km horizontal resolution are collected for the current period 1971–2000 and the future period 2071–2100, for the RCP4.5 and the RCP8.5 concentration scenarios. In the second step, the significance of climate change effects on extreme precipitation is statistically tested by comparing current and future simulated data and bias‐correction is performed by means of a novel approach based on a combination of simple delta change and quantile delta mapping, in compliance with the storm index method. In the third step, two different ensemble models are proposed, accounting for the variabilities given by the use of different climate models and for their hindcast performances. Finally, the ensemble models are used to build novel intensity–duration–frequency curves, and their effects on the early warning system thresholds for the area of interest are evaluated.  相似文献   

A Preliminary Analysis of the Seismogenic Structure of the Akto MS6.7 Earthquake Sequence on November 25, 2016     

LIANG Shanshan  XU Zhiguo  CHEN Hongfeng  ZOU Liye  LIU Jingguang 《中国地震研究》2019,33(3):418-430

In this study,data from the Xinjiang regional network and IRIS shared global stations are used to relocate the Akto M_S6. 7 earthquake sequence on November 25,2016 by using double difference location method. Three earthquakes of M_S4. 8,M_S6. 7 and M_S5. 0 are inverted by using the g CAP method,and the focal mechanism solutions are obtained.According to the results of relocating,the location of the main shock is 39. 22°N,73. 98°E,the distribution of the earthquake sequence is about 70 km in length,and the focal depth is mainly within the range of 5-20 km. The plane and depth profiles of the earthquake sequence show that aftershocks extended in SEE direction after the main shock and the dip angle of fault plane is steep. Focal mechanism results show that the three earthquakes are characterized by strike-slip movement. Based on the results of field geological investigation,it is inferred that the seismogenic fault of the Akto earthquake is Muji fault,which is located at the northernmost end of the Kongur extensional system.The possible cause of this earthquake is that the Indian Plate continues to push northward,and during this compression process,the Indian Plate is affected by the clockwise rotation of the Tarim basin,which causes the accumulation of right-lateral action of the Muji fault,resulting in this earthquake.  相似文献   

特高压互连电气设备减震性能振动台试验          下载免费PDF全文

程永锋  孟宪政  卢智成  刘振林  邱宁  马跃 《地震工程学报》2019,41(2):292-298

为研究铅金属减震器对特高压互连电气设备的减震效果,进行由硬管母线连接的特高压避雷器设备和电容式电压互感器设备组成的互连耦合体系的地震模拟振动台试验。通过白噪声扫频、抗震及减震试验,测定互连耦合体系抗震结构及减震结构的自振频率以及关键部位的应变、加速度响应。试验结果表明:抗震结构中避雷器设备的最大应变响应大于互感器设备,互连耦合体系中的避雷器设备属于易损设备;安装减震器后互连设备频率降低幅度较小,减震器基本不会影响电气设备的正常运行;安装减震器后互连耦合体系中的避雷器设备和互感器设备在较大峰值加速度地震波作用下,设备顶端加速度响应和最大应变响应均有较大幅度的降低,避雷器设备和互感器设备的最大应变响应的减震效率分别为75%和50%,减震效果显著,减震器的应用大幅提升了互连耦合体系的抗震能力。  相似文献   

应急管理部多层级视频会议系统跨网段转发技术   总被引：2，自引：1，他引：1  

林向洋  高小跃  吴天安  郑通彦 《地震地磁观测与研究》2019,40(4):138-145

介绍应急管理部视频会议系统接入地震系统的基本情况，结合地震应急视频会议系统应用现状，分析多层级跨网视频会议系统的架构特点，着重分析跨网段"背靠背"转发优化技术方案在视频会议系统融合中的实现与应用，以期为类似的应用场景提供参考。  相似文献   

新疆测震台网地震编目工作改进     

龚固斌  冯雪玲  刘东亚  南芳芳 《地震地磁观测与研究》2019,40(5):153-158

针对新疆地震多、地域广、台站数量多的特点,结合新疆地震台网地震编目现状和JOPENS6.0系统的远程波形调用功能,提出以有人值守台为核心均衡考虑工作量、便于运行维护和明确编目职责的原则划分子台网进行编目工作,并研究其可行性。结果表明,有人值守台站进行编目工作时,在带宽越宽的行业网内,操作流程越流畅;按照制定的子台网编目原则,编目效率得到提高。该模式在一定程度上可应用到大震应急时地震序列处理工作。  相似文献   

基于网络控制板的地震台站远程电源监控系统     

李惠玲  高云峰  胡玉良  程冬焱  李颖  王鹏伟  穆慧敏 《地震地磁观测与研究》2019,40(6):152-159

针对无人值守地震台站逐年增加,运行维护模式不佳的现状,设计一种远程电源监控系统,采用远程电源控制模块,设计软件通过TCP/IP协议,在仪器出现死机时,远程实现设备的断电重启。本文对该系统的设计思路、硬件构成进行描述,并简要介绍软件功能设计、监控告警以及该系统在无人值守台站的应用。实践证明,该系统可有效解决因仪器死机造成的观测数据缺记,为地震专业设备的可靠运行和及时维护提供依据与保障,为今后地震台站,特别是无人值守台站的维护提供借鉴。  相似文献   

城区河流中沉水植物分布特征及其影响因素分析——以宁波城区内河为例     

王苏鹏  陈吉炜  刘意恒  吕家树  张松贺 《湖泊科学》2019,31(4):1064-1074

以宁波城区内河为研究对象，调研沉水植物在154条河中的分布情况，实测63个代表样点的水环境指标，分析秋、冬季沉水植物群落变化及生理变化.研究发现：宁波城区内仅有8条河流单一地生长有沉水植物轮叶黑藻（Hydrilla verticillata）、苦草（Vallisneria natans）和金鱼藻（Ceratophyllum demersum）中的1种；3种沉水植物分布与溶解氧、氧化还原电位和pH均呈显著正相关，与水深、氨氮（NH₃-N）和总磷（TP）浓度均呈显著负相关；有沉水植物分布的河道水深较浅（约0.9 m）、水质更优（普遍优于V类）；与秋季相比，冬季3种植物的群落盖度均下降，轮叶黑藻和苦草体内丙二醛、过氧化氢含量升高，暗示植物细胞受损；而3种沉水植物均具有一定耐低温胁迫能力，主要表现为体内抗氧化酶活性、可溶性蛋白和可溶性糖含量升高.结果表明，水深、NH₃-N、TP、溶解氧以及低温可能会影响城区内河沉水植物的生长与分布.  相似文献   

Kirchhoff型偏移反偏移串联地震数据炮检距转换技术          下载免费PDF全文

叶云飞  孙建国  刘志斌  张益明  孙文博  仝中飞 《地球物理学报》2018,61(9):3783-3790

零炮检距数据在海洋地震资料处理中有很多优势和用途，然而，受海洋水平拖缆地震采集作业方式的限制，接收数据的最小炮检距一般在200 m左右，小于该炮检距的数据是无法直接获得的.通常的做法是通过对较大炮检距数据进行动校，通过外推来变相获得零炮检距（包括小炮检距）数据，其外推的精度会受到地震资料信噪比、动校正速度的精度等因素影响，并且保幅性较差.本文通过一种基于Kirchhoff真振幅偏移和反偏移串联的技术，在反偏移过程中改变观测系统，有效实现了大炮检距反射地震数据向零炮检距（包括小炮检距）数据之间的转换，且很好地保持了零炮检距（包括小炮检距）数据的振幅特性.同时，经偏移-反偏移串联处理后，有效压制了地震数据中的随机噪声，地震资料信噪比和成像精度均得到显著提高.  相似文献