Acceleration response modification factors for nonstructural components attached to inelastic moment‐resisting frame structures

A statistical analysis of the peak acceleration demands for nonstructural components (NSCs) supported on a variety of stiff and flexible inelastic regular moment‐resisting frame structures with periods from 0.3 to 3.0 s exposed to 40 far‐field ground motions is presented. Peak component acceleration (PCA) demands were quantified based on the floor response spectrum (FRS) method without considering dynamic interaction effects. This study evaluated the main factors that influence the amplification or decrease of FRS values caused by inelasticity in the primary structure in three distinct spectral regions namely long‐period, fundamental‐period, and short‐period region. The amplification or decrease of peak elastic acceleration demands depends on the location of the NSC in the supporting structure, periods of the component and building, damping ratio of the component, and level of inelasticity of the supporting structure. While FRS values at the initial modal periods of the supporting structure are reduced due to inelastic action in the primary structure, the region between the modal periods experiences an increase in PCA demands. A parameter denoted as acceleration response modification factor (R_acc) was proposed to quantify this reduction/increase in PCA demands. Copyright © 2007 John Wiley & Sons, Ltd.     

地震科研项目管理系统设计

通过结合Internet/Intranet技术和B/S模式,开发一套地震科研项目管理系统,可实现对科研项目申报、评审、进度跟踪、验收、查询和成果共享的全程信息化管理,有利于提高科技人员、评审专家和项目管理部门执行科研项目申报、评审和管理的工作效率。     

Truncation of the distribution of ground-motion residuals

Recent studies to assess very long-term seismic hazard in the USA and in Europe have highlighted the importance of the upper tail of the ground-motion distribution at the very low annual frequencies of exceedance required by these projects. In particular, the use of an unbounded lognormal distribution to represent the aleatory variability of ground motions leads to very high and potentially unphysical estimates of the expected level of shaking. Current practice in seismic hazard analysis consists of truncating the ground-motion distribution at a fixed number (ε _max) of standard deviations (σ). However, there is a general lack of consensus regarding the truncation level to adopt. This paper investigates whether a physical basis for choosing ε _max can be found, by examining records with large positive residuals from the dataset used to derive one of the ground-motion models of the Next Generation Attenuation (NGA) project. In particular, interpretations of the selected records in terms of causative physical mechanisms are reviewed. This leads to the conclusion that even in well-documented cases, it is not possible to establish a robust correlation between specific physical mechanisms and large values of the residuals, and thus obtain direct physical constraints on ε _max. Alternative approaches based on absolute levels of ground motion and numerical simulations are discussed. However, the choice of ε _max is likely to remain a matter of judgment for the foreseeable future, in view of the large epistemic uncertainties associated with these alternatives. Additional issues arise from the coupling between ε _max and σ, which causes the truncation level in terms of absolute ground motion to be dependent on the predictive equation used. Furthermore, the absolute truncation level implied by ε _max will also be affected if σ is reduced significantly. These factors contribute to rendering a truncation scheme based on a single ε _max value impractical.     

浅埋地下结构和土层在动荷载作用下的反应分析

在日本阪神大地震中,地下结构遭到了严重破坏。正确分析地下结构的地震反应,提出合理的抗震设计和安全性评价方法十分必要。用FLAC v4．0对某地的一个地铁车站进行了动力分析,发现随着埋深变浅,土体的加速度时程曲线表现出以某一确定的频率振动,该振动频率与模型的基频相近;位移在正方向和负方向的振幅都随埋深的增加而变小：在地表处达到最大值。一些认识和结论对于正确的进行抗震设计有指导意义。     

政府调控对华北平原农户抗旱行为的影响及效应

气候变化背景下干旱等极端天气事件频发给农业生产带来巨大挑战,明确农户是否采取相关应对措施及政府对其采取措施的影响,是进一步完善相关政策和引导农户增强自身响应能力建设的基础和关键。以华北平原为例,基于农户问卷调查数据,运用计量经济学方法,分析气候变化导致干旱频发背景下微观农户的响应行为,评估政府预警和政策支持是否影响农户响应行为以及其他因素如何影响其响应行为。结果表明：① 农户响应干旱态度积极,随干旱程度加深,农户选择采取响应措施的可能性增大。② 政府调控影响农户响应行为,但仅部分调控手段效果显著。政府提供预警信息能增加农户采取响应措施的可能性,然而只有当灾前及灾中、灾后同时预警时效果才显著;电视是目前最主要的预警媒介,但其并不显著改变农户响应行为,通过两种及以上形式的媒介传播预警信息效果最显著。此外,政府（尤其是乡镇及村级机构）的政策支持对农户旱灾响应行为有一定影响,但其效果在灾害年不如正常年明显;资金补贴的调控手段能明显促进农户采取响应措施的积极性,但绝大多数农户未获得任何机构支持。政府调控的结构及力度均有待提升及完善。③ 不同特质农户的响应行为不同。灌区内的农户,家庭耕地细碎度越小的农户,家庭农业成员越多的农户,更倾向于采取响应措施。本研究可为干旱化背景下制定相关调控政策提供科学参考。     

渭河下游河道调整过程中的复杂响应现象

应用系统复杂响应的原理研究三门峡水库上游渭河河道调整过程,表明上游河道河床形态对基面上升所作出的响应是复杂的,弯曲系数的变化为先减小而后增大,宽深比的变化是先增大后减小,比降由先减小而后增大,最后均趋于稳定.     

GIS-based cost distance modelling to support strategic maritime search and rescue planning: A feasibility study

Geographic information system (GIS) based methodologies are widely used to various problems. However, its potential for application to strategic maritime search and rescue (SAR) planning remains largely unexplored. To investigate the applicability of GIS-based tools to this problem, this paper presents an approach to evaluate accessibility and response times in a sea area. Such information aids to objectify the response effectiveness of a SAR system, which is important for rational resource allocation. The presented methodology accounts for the main characteristics of maritime response, namely spatial accessibility, capabilities of search and rescue units (SRUs) and prevailing wave conditions, which affect the attainable SRU speeds. An application to the Finnish areas of the Gulf of Finland is shown. Despite the existence of some difficulties with currently available tools (e.g. accurate and user-friendly spatial wave models and challenges with using raster-based methods in topologically complex areas) and limitations in knowledge (e.g. the SRU capabilities in actual operations), the results indicate that the methodology provides good opportunities for enhancing maritime decision making.