期刊文献+
共找到6篇文章
< 1 >
每页显示 20 50 100
水工建筑物抗震设计探讨 被引量:6
1
作者 蔡为武 《水利水电科技进展》 CSCD 1999年第4期21-24,共4页
针对我国水工建筑物抗震设计只限于高坝,对更具实际意义的坝体结构布置、细部构造很少研究的现状,定性地探讨更具普遍意义的水工建筑物抗震设计要点.认为:抗震设计的着重点不是动力分析,而应在枢纽布置方面须能防御和减缓震灾的发... 针对我国水工建筑物抗震设计只限于高坝,对更具实际意义的坝体结构布置、细部构造很少研究的现状,定性地探讨更具普遍意义的水工建筑物抗震设计要点.认为:抗震设计的着重点不是动力分析,而应在枢纽布置方面须能防御和减缓震灾的发生和扩大;在结构选型方面使抗震要求和一般结构要求有机结合,避免过多地增加造价;在细部构造上满足抗震的局部特性要求,以避免结构整体失事. 展开更多
关键词 水工建筑物 抗震设计 动力分析 地震灾害
下载PDF
Relationships between moment magnitude and fault parameters:theoretical and semi-empirical relationships 被引量:4
2
作者 王海云 陶夏新 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2003年第2期201-211,共11页
Fault parameters are important in earthquake hazard analysis.In this paper,theoretical relationships between moment magnitude and fault parameters including subsurface rupture length,downdip rupture width,rupture area... Fault parameters are important in earthquake hazard analysis.In this paper,theoretical relationships between moment magnitude and fault parameters including subsurface rupture length,downdip rupture width,rupture area,and average slip over the fault surface are deduced based on seismological theory.These theoretical relationships are further simplified by applying similarity conditions and an unique form is established.Then,combining the simplified theoretical relationships between moment magnitude and fault parameters with seismic source data selected in this study,a practical semi-empirical relationship is established.The seismic source data selected is also to used to derive empirical relationships between moment magnitude and fault parameters by the ordinary least square regression method.Comparisons between semi-empirical relationships and empirical relationships show that the former depict distribution trends of data better than the latter.It is also observed that downdip rupture widths of strike slip faults are saturated when moment magnitude is more than 7.0,but downdip rupture widths of dip slip faults are not saturated in the molnent magnitude rangcs of this study. 展开更多
关键词 earthquake hazard analysis fault paramcters seismic moment moment magnitude semi-empirical relationships.
下载PDF
场地地震效应及其预测的某些考虑 被引量:2
3
作者 蒋溥 《地震地质》 EI CSCD 北大核心 1989年第1期101-114,共14页
本文从场地地震危险性评价,地震危险性概率分析、场地地震工程地质单元划分、地震反应分析、活断层工程分类等五个方面、论述场地地震效应及其预测中基本原理和方法。根据工程地震危险性评价和分析、地震小区划等地震工程实践,对场地地... 本文从场地地震危险性评价,地震危险性概率分析、场地地震工程地质单元划分、地震反应分析、活断层工程分类等五个方面、论述场地地震效应及其预测中基本原理和方法。根据工程地震危险性评价和分析、地震小区划等地震工程实践,对场地地震效应及其预测提供一些基本考虑和经验。 展开更多
关键词 场地地震效应 工程地震 预测
下载PDF
The spatiotemporal variation of the b-value and its tectonic implications in North China 被引量:2
4
作者 Yujie Zheng Shiyong Zhou 《Earthquake Science》 2014年第3期301-310,共10页
In this study, we adopt an improved Bayesian approach based on free-knot B-spline bases to study the spatial and temporal distribution of the b-value. Synthetic tests show that the improved Bayesian approach has a sup... In this study, we adopt an improved Bayesian approach based on free-knot B-spline bases to study the spatial and temporal distribution of the b-value. Synthetic tests show that the improved Bayesian approach has a superior performance compared to the Bayesian approach as well as the widely used maximum likelihood estimation (MLE) method in fitting the real variation of b-values. We then apply the improved Bayesian approach to North China and find that the b-value has a clear relevance to seismicity. Temporal changes of b-values are also investigated in two specific areas of North China. We interpret sharp decreases in the b-values as useful messages in earthquake hazard analysis. 展开更多
关键词 Improved Bayesian approach B-SPLINES B-VALUE Frequency-magnitude distribution North China earthquake hazard analysis
下载PDF
浅谈农村桥梁震害的原因与防治
5
作者 丁惠康 吴波明 +1 位作者 卢彭真 项初庆 《交通科技》 2005年第2期75-77,共3页
分析民间桥梁震害的特点和规律以及设计建造中存在的主要问题,提出民间桥梁减震防灾的对策。
关键词 农村 桥梁工程 地震灾害 防治措施 抗震设计 专业知识
下载PDF
浅谈民间桥梁的震害及防治措施
6
作者 卢彭真 卢震刚 沈雄卿 《交通科技与经济》 2005年第4期27-29,共3页
结合工程实践,根据地震资料分析了民间桥梁震害的特点和规律,提出了民间桥梁减震防灾的对策。
关键词 防治措施 民间 地震资料分析 工程实践 桥梁震害 减震防灾
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部