共查询到19条相似文献,搜索用时 62 毫秒
1.
2.
2020年6月交通运输部发布了新版《公路桥梁抗震设计规范》(JTG/T 2231-01-2020)(简称"《公规》")。本文比较了现行《铁路工程抗震设计规范》(GB 50111-2006)(2009年版)(以下简称"《铁规》")与《公规》的抗震设计相关内容,并分别采用两本规范对25m墩高(D类)、35m墩高(C类)和40m墩高(B类)简支梁进行抗震设计,比较二者地震力和配筋设计结果差异。结果表明:《公规》和《铁规》的抗震设计框架和内容基本一致,在具体规定上如E2或罕遇地震设计最大加速度响应值以及桥墩强度和延性验算方法等方面不同;D类桥梁《铁规》地震力明显大于《公规》,C类和B类桥梁《铁规》和《公规》地震力相当;地震力相同时,《铁规》配筋率计算值大于《公规》,因《铁规》配筋设计基于容许应力法,而《公规》基于极限状态法。 相似文献
3.
调谐质量阻尼器系统控制结构地震反应的若干问题 总被引:18,自引:3,他引:18
本文研究调谐质量阻尼器(TunedMassDamper,以下简称TMD)用作抗震结构的防御体系时的一些问题,包括TMD在结构上的最佳位置,TMD频率的最佳值,TMD对非调谐结构振型的影响和TMD参数的灵敏度分析,这些问题的解决将为研究设置TMD的结构的抗震设计方法提供理论依据。 相似文献
4.
详细论述了结构分灾抗震设计的产生背景、设计思想、优化模型和基本原则,指出结构分灾设计是在分析基于投资—效益准则的结构抗震设计模型的基础上,对工程实践中一些成功经验的提炼和概括而形成的设计方法,工程领域中一些现行设计方法和措施就是分灾设计的具体应用。当工程师们待处理的问题必须考虑高度不确定性因素时,将分灾设计作为一种可能选用的设计理念,将有助于工程师们实现设计创新。分灾设计符合基于性能的抗震设计思想,可以方便地实现基于性能的设计。 相似文献
5.
6.
本文以1994年1月17日美国加州北岭地震对各类结构选成的破坏,分析了公路桥梁、建筑物,工业设施,水坝以及基底隔震结构等的不同抗震设计和加固措施的有效性及存在的问题,为今后改进抗震设防和加固措施提供参考。 相似文献
7.
顶层空旷之多层建筑的抗震分析 总被引:1,自引:0,他引:1
本文是文献(1)的订正篇,改正了该文从子结构稳态强迫振动观点计算结构自振频率时出现的失根错误,并依据现行建筑抗震设计规范,改进了对一座厂房的震害分析结果。 相似文献
8.
计算建筑物的地震作用模式应当满足下列基本要求:A.反映地震的实际烈度;Б.描述波谱形态和地震动时间;B.描述反映地震概率特征的地震能级,考虑过去记录的地震。预测可能的而非实际的物理过程;Г.计算简便适宜。阿拉木图市内各项工程的建设,都应进行不同的震源位置、震级和地震效应的地震作用测试。在强烈地震时还必须计算小于主震(余震)的地震作用,必须根据波谱和持续时间绘制出总的特征曲线,并指出地震作用的概率值 相似文献
9.
S7—200/10型变压器抗震分析 总被引:1,自引:0,他引:1
本文采用有限元法分析了电力变压器结构的抗震特性,并考虑了其中液体对变压器结构动力特性的影响,文中提供了一种可供变压器结构抗震分析的方法,并以S7-200/10型变压器为例进行了理论计算和原型实验。结果表明:本文提供的分析方法是可靠的,可以满足变压器行业抗震设计分析的需要。 相似文献
10.
作者以地震学的观点,在研究地震复发周期与震级-频度关系式中的b值的基础上,研究了建筑抗震设计中的小、中、大震之间的烈度差值。指出该烈度差值只与b值有关,因此是因地而异的。建议今后修改规范时考虑。 相似文献
11.
胡聿贤 《地震工程与工程振动(英文版)》2003,2(1):35-38
Current design criteria and principles of earthquake engineering design are reviewed, including safety factors, probabilistic
approach, and two-level and multi-level functional design ideas. The modern multi-functional idea is discussed in greater
details. When designing a structure, its resistance to and the intensity of the earthquake action are considered. The consequence
of failure of the structure is considered only through a rough and empirical factor of importance, ranging usually from 1.0
to 1.5. This paper suggests a method of “consequence-based design,” which considers the consequences of malfunctioning instead
of simply an importance factor. The main argument for this method is that damage to a structure located in different types
of societies may have very different consequences, which are dependant on its value and usefulness to the society and the
seismicity in the region. 相似文献
12.
13.
14.
对《建筑工程抗震性态设计通则(试用)》的评述 总被引:6,自引:2,他引:4
《建筑工程抗震性态设计通则(试用)》(以下简称《通则》)是一部对我国抗震设计规范修订具有重大指导意义的试用标准.本文对《通则》和现行规范的某些不同和改进之处进行了比较,讨论了《通则》所具有的先进性和行业指导性,同时也对应用《通则》的原理,对修订和完善下一代规范还需要研究的问题提出了若干建议. 相似文献
15.
在前文模型试验的基础上 ,本文总结归纳了隔震桥梁的设计方法与设计流程 ,着重论述探讨了隔震桥梁的概念设计与细部构造设计应注意的问题 相似文献
16.
17.
Consideration of vertical seismic design loads is important for long-span structural systems, short-period structures, and for some nonstructural components in the buildings. To this end, seismic design codes utilize alternative approaches to define vertical design spectrum at different levels of complexity: either as a fraction of horizontal design spectrum or using a separate functional form having features different than the horizontal spectrum. In all cases, a consistency between the horizontal and vertical design spectral ordinates is sought. In this paper, we consider a set of modern seismic design codes, horizontal and vertical ground-motion datasets, as well as ground-motion predictive models (GMPMs) to assess the accuracy of code-based vertical design spectrum expressions. We compute horizontal and vertical spectra for different earthquake scenarios (magnitude-distance-soil condition combinations) from the selected horizontal and vertical GMPMs for comparisons with their code-based (idealized) counterparts. Besides that, we study the vertical spectrum behavior from observed ground-motion data. Our observations suggest that the vertical design spectrum formulations by current codes do not fully explain the actual vertical spectral acceleration trends. We discuss the possible reasons behind the misrepresentation of vertical spectrum by the current code approach and introduce our own expressions to compute horizontal spectrum consistent vertical design spectrum from a comprehensive simulated dataset of correlated vertical and horizontal spectral ordinates. 相似文献
18.
《建筑工程抗震性态设计通则(试用)》对抗震设计具有重要的指导意义,其中的抗震设计理念同以往的抗震设计规范在抗震设防的思路、概念和方法上有较大的区别。从工程实践的角度,比较了《通则》和现行抗震设计相关规范的区别并对具体应用提出一些看法。 相似文献
19.
The seismic conceptual design is an essential part of seismic design codes. It points out that the term "seismic conceptual design" should imply three aspects,i.e.,the given concept itself,the specific provisions related to the given concept and the designing following the provisions. Seismic conceptual design can be classified into two categories: the strict or traditional seismic conceptual design and the generalized seismic conceptual design. The authors are trying to define for both conceptual designs their connotations and study their characteristics,in particular,the differences between them. Authors emphasize that both conceptual designs sound very close,however,their differences are apparent. The strict conceptual designs are usually worked out directly from engineering practice and/or lessons learnt from earthquake damage,while the generalized conceptual designs are resulted in a series of visions aiming to realize the general objectives of the seismic codes. The strict conceptual designs,(traditional conceptual designs) are indispensable elements of seismic codes in assuring designed structures safer and the generalized conceptual designs are playing key roles in directing to a more advanced and effective seismic codes. 相似文献