水平定向钻进管道敷设地层响应实验分析

在应用水平定向钻进非开挖技术进行近地表管道敷设时,由于上覆地层厚度(C)、钻孔直径(D)和钻井液压力(p)三者无法准确设计,往往会导致地表的变形,进而形成裂缝通道致使地表发生钻井液的溢流.分析了非黏聚力地层的溢流通道形式,同时推导了极限钻井液压力的计算公式.结合室内外实验及应用情况,得出了实测钻井液压力和计算钻井液压力同C/D值的变化规律,即C/D越大,极限钻井液的压力值也就越高.在同一地层中,一般钻井液压力的峰值出现在水平孔段的中间位置.根据C/D值,在保证钻井液不发生溢流的情况下,得出了不同水平孔径范围所对应的上覆地层最小厚度.     

利用蒙特卡罗方法的剩余静校正及其应用

针对剩余静校正问题,讨论了统计方法中的蒙特卡罗法用于反射波能量最大化剩余静校正的方法。分别论述了反射波叠加能量最大化法和蒙特卡罗方法,以及蒙特卡罗方法如何应用于剩余静校正的计算中,并用实例说明了该方法的效果。通过实际应用蒙特卡罗剩余静校正方法,解决了经野外静校正后残留的剩余静校正问题,并通过与其他剩余静校正方法的实际应用对比,说明了蒙特卡罗剩余静校正方法的优势。对于大剩余量的静校正问题,蒙特卡罗剩余静校正方法仍然可以很好的解决,并且不会产生串相位问题,说明蒙特卡罗剩余静校正方法是可靠的。     

省级应急管理地理信息平台及实现技术研究——以重庆市为例

加强应急管理、有效应对突发事件是国家的一项重要工作,以地理空间信息技术为核心的应急管理地理信息平台建设,已成为目前国内省级应急平台建设的主要模式。本研究建立了应急联动一张图和地理信息应急服务总线,对省级应急资源多源、异构、动态、多时相信息整合技术难题进行探索,实现了地理信息服务与全市各级应急系统的业务融合。目前,研究成果已融入重庆市应急信息资源共享体系,在多个部门的应急业务系统中得到有效的集成应用,为形成全市应急资源全方面共享格局发挥了重要作用。     

The high‐frequency limit of usable response spectral ordinates from filtered analogue and digital strong‐motion accelerograms

The range of response frequencies for which spectral ordinates obtained from accelerograms may be considered reliable is limited by several factors, primary among them being the effects of filters that are routinely applied to remove noise from the records. Considerable attention has been focused on the low‐frequency limit of the usable spectral ordinates because of various engineering applications requiring long‐period spectral accelerations or displacements but only recently have rational approaches to selecting the high‐frequency limit been proposed. Since there are applications for which the high‐frequency spectral ordinates are important, the approaches to this issue presented in the recent studies are reviewed and their application to the ground‐motion database from Europe and the Middle East is explored. On the basis of the results of these analyses, it is concluded that a large proportion of this dataset can be used to provide reliable estimates of response spectral ordinates at much shorter periods than may have previously been considered feasible. Copyright © 2011 John Wiley & Sons, Ltd.     

System identification of a building from multiple seismic records

This paper describes the identification of finite dimensional, linear, time‐invariant models of a 4‐story building in the state space representation using multiple data sets of earthquake response. The building, instrumented with 31 accelerometers, is located on the University of California, Irvine campus. Multiple data sets, recorded during the 2005 Yucaipa, 2005 San Clemente, 2008 Chino Hills and 2009 Inglewood earthquakes, are used for identification and validation. Considering the response of the building as the output and the ground motion as the input, the state space models that represent the underlying dynamics of the building in the discrete‐time domain corresponding to each data set are identified. The time‐domain Eigensystem Realization Algorithm with the Observer/Kalman filter identification procedure are adopted in this paper, and the modal parameters of the identified models are consistently determined by constructing stabilization diagrams. The four state space models identified demonstrate that the response of the building is amplitude dependent with the response frequency and damping, being dependent on the magnitude of ground excitation. The practical application of this finding is that the consistency of this building response to future earthquakes can be quickly assessed, within the range of ground excitations considered (0.005g–0.074g), for consistency with prior response—this assessment of consistent response is discussed and demonstrated with reference to the four earthquake events considered in this study. Inclusion of data sets relating to future earthquakes will enable the findings to be extended to a wider range of ground excitation magnitudes. Copyright © 2010 John Wiley & Sons, Ltd.     

Bi‐directional coupled tuned mass dampers for the seismic response control of two‐way asymmetric‐plan buildings

This paper proposes bi‐directional coupled tuned mass dampers (BiCTMDs) for the seismic response control of two‐way asymmetric‐plan buildings subjected to bi‐directional ground motions. The proposed BiCTMD was developed from the three‐degree‐of‐freedom modal system, which represents the vibration mode of a two‐way asymmetric‐plan building. The performance of the proposed BiCTMD for the seismic response control of elastic two‐way asymmetric‐plan buildings was verified by investigating the reductions of the amplitudes of the associated frequency response functions. In addition, the investigation showed that the proposed BiCTMD is effective in reducing the seismic damage of inelastic asymmetric‐plan buildings. Therefore, the BiCTMD is an effective approach for the seismic response control of both elastic and inelastic two‐way asymmetric‐plan buildings. Copyright © 2010 John Wiley & Sons, Ltd.     

四川及邻区抗倒塌地震区划图编制

通过数字试验,分析了不同编图方法对地震区划结果的影响.基于四川及邻区的地震地质环境、地震活动特征,K2值特征,△Tg分布特征,考虑到地震区划图的继承性和连续性以及与我国现行抗震设计规范的衔接,提出了抗倒塌地震区划图编制的编制原则和方法,编制了四川及邻区的抗倒塌地震区划图.     

宁波台动水位与垂直摆对印尼8.9和日本9.0级地震的同震响应

分析认为宁波台ZK03井动水位与VS垂直摆倾斜仪出现的异常可能是印尼8.9和日本9.0级地震的同震响应.印尼8.9级地震后,动水位表现为地震波引起的脉冲和阶跃变化并抬高水位.垂直摆表现为形变波引起的脉冲和阶跃变化,EW向最大幅度约为408.328×10-3"的脉冲式向E振荡波,并向W出现阶跃变化;NS向最大幅度约为29...     

钢筋混凝土框架结构耗能分析

本文从能量的观点,利用CANNY程序对普通钢筋混凝土框架结构进行了分析.通过对3种不同框架结构在不同地震动(31条)输入下的能量反应分析,研究了滞回耗能及阻尼耗能与总输入能的关系.针对本文模型的计算结果,给出了滞回耗能与总输入能关系的表达式,并初步探讨了其影响系数.研究表明,滞回耗能及阻尼耗能与总输入能之间有良好的线性关系.