区域地质灾害危害程度等级划分探讨

区域性地质灾害危害程度等级尚无比较科学的划分方法。通过福建省区域地质灾害危害程度等级划分的探讨,采用单位面积地质灾害造成的人员死亡数、财产损失值作为“地质灾害模数”,对区域地质灾害危害程度等级进行划分,判别不同区域地质灾害严重程度,为区域地质灾害防治决策提供科学依据。     

曲率模态小波法用于网壳结构损伤的识别和定位

工程结构损伤的识别与定位研究以往主要针对梁、框架等结构形式,根据大跨度空间结构杆件和节点繁多等特点,提出用曲率模态和小波混合方法对空间结构的损伤进行识别和定位.以跨度100 m的Schwedler网壳结构损伤前、后的曲率模态作为标识量,分别通过离散和连续小波变换,判断网壳结构有无损伤和损伤位置,统计了小波系数差与结构损伤的图形关系,计算了各种损伤工况下该方法判断损伤的准确程度.结果发现基于曲率模态和小波方法的大跨度网壳结构损伤定位精度很高,充分证明该方法对此类结构损伤定位具有有效性和实用性.     

珠江三角洲电力系统震害预测

在对珠江三角洲电力系统进行抽样调查的基础上，给出了电力系统中网络节点和架空线路的平均破坏率矩阵，并结合地震危险性定数法分析结果预测珠江三角洲电力系统的震害情况。     

福建顺昌ML4.7级地震建筑物震害分析

介绍了福建顺昌4.7级地震震区建筑物震害的调查结果,归纳了建筑物震害的特征,并对各类建筑物的破坏原因进行了分析。在此基础上,提出灾区重建抗震措施。     

汶川8.0级地震甘肃陇南地区建筑震害调查

总结了2008年汶川8.0级地震在甘肃陇南地区造成的农村房屋和城镇房屋的典型震害及其原因。考察发现,由于农村房屋一般未经抗震设防设计,在本次地震中即使在低烈度地区仍然震害严重;而城镇房屋震害较轻,一般均表现出良好的抗震性能,严重破坏的大多是一些施工质量差,缺乏良好的抗震概念设计以及改建时未考虑抗震设计的建筑。建筑震害调查的几个地区设防烈度均为Ⅷ度,实际烈度为Ⅵ～Ⅸ度,因此这些地区的房屋震害情况刚好能反映这些地区房屋抵抗小震、中震及大震的能力。结果表明,严格按照抗震规范设计、并保证施工质量的建筑基本都能达到三水准设防目标。最后本文对灾后重建和抗震设防提出了建议。     

Story-by-story estimation of the stiffness parameters of laterally-torsionally coupled buildings using forced or ambient vibration data: I. Formulation and verification

A new parameter estimation algorithm is described for identifying the stiffness properties of torsionally coupled shear buildings from their linear response due to ambient excitations or during low-amplitude forced-vibration tests. The algorithm is based on the time-domain equations of motion, and yields estimates of the stiffness properties using a measure of the equilibrium of forces acting on each floor over a time interval. The banded structure of the stiffness matrix — a property intrinsic to torsion-shear buildings — is exploited to decompose the initial inverse problem into several problems of reduced size. This decomposition allows the identification of lateral and torsional stiffnesses of individual stories, independent of the others. The algorithm utilizes vibration data where input excitation is known/measured, which is typical for forced-vibration tests and earthquakes. If the ambient vibrations of the structure are adequately uncorrelated to the (unknown) external forces that induce such vibrations, then the algorithm can also be modified for output-only system identification. The proposed algorithm is verified — and its various attributes are investigated — using simulation data from the ‘Analytical Phase I’ of the IASC (International Association for Structural Control)-ASCE (American Society of Civil Engineers) benchmark studies. The companion article is devoted to the algorithm's application to experimental data, using data from the ‘Experimental Phase’ of the same benchmark studies. Copyright © 2011 John Wiley & Sons, Ltd.     

Spatial damage distribution of August 16,2003,Inner Mongolia,China,M_S=5.9 earth-quake and analysis

Introduction The ground motion is generally estimated by attenuation relation in seismic hazard assesment.The attenuation relation is usually the function of earthquake magnitude and distance.Actually the focal mechanism and other source parameters may also have significant impacts on the ground motion,especially in the near-source region.Recent post-earthquake investigations show that the damages have close relation with the closest fault-plane distance.On August16,2003,a MS=5.9earthquake o…     

A non‐baseline algorithm for damage locating in flexural structures using dynamic distributed macro‐strain responses

The concept of distributed strain‐sensing techniques has been proposed in our recent research, which was dedicated to utilizing the strain distributions throughout the full or partial areas of structures to detect arbitrary and unforeseen damage. An algorithm not requiring a detailed analytical model is presented for damage locating in flexural structures through the direct use of dynamic responses recorded by distributed long‐gauge strain sensors. The modal macro‐strain vector (MMSV), which has been proven to have a mapping relation with displacement mode shape, can be extracted directly from macro‐strain time‐series data, from which a damage evaluating index can be derived and used as an indicator for locating damage. Numerical examples are simulated to verify the sensitivity and effectiveness of the index in different cases. Furthermore, experimental investigations on a cantilevered beam with various long‐gauge fibre optic sensors placements are carried out to examine the feasibility and applicability of the proposed method. Copyright © 2007 John Wiley & Sons, Ltd.     

泥岩渗流-应力耦合蠕变损伤模型研究(Ⅰ):理论模型

在室内和现场试验的基础上,根据泥岩的非线性蠕变变形特点,构造了基于摩尔-库仑准则的蠕变势,建立了泥岩非线性蠕变损伤本构模型及其损伤演化方程;对泥岩裂隙自愈合机制进行了探讨,得到围压、孔隙水和饱水时间是影响裂隙愈合的主要因素,通过引入愈合应力和水化学愈合因子的概念,建立了泥岩渗透性自愈合模型。研究结果表明,泥岩非线性蠕变是其内部结构损伤在蠕变过程中的综合表现,泥岩的蠕变速率不仅与应力水平、时间相关,而且还与累积蠕变变形密切相关,提出的模型能较真实反映泥岩蠕变变形过程、损伤演化、渗透性演化和裂隙自愈合,且材料常数较少,便于从实验数据中获得。文中涉及到的数值算法、程序实现、模型参数的确定以及工程应用将在本文的Ⅱ部分给出     

锆石辐射损伤测年方法研究进展与应用

锆石辐射损伤测年是一种新兴的低温热年代学方法（封闭温度为~230 ± 25 ℃）,其原理是依据拉曼半高宽（ν3）计算出锆石所累积的α通量,结合U、Th含量,得出锆石辐射损伤的累积时间,即锆石辐射损伤年龄。相较于其他低温年代学方法,锆石辐射损伤测年具有测试简便、高效、低成本、双（多）定年等优势,在地学研究中展现出广泛的应用前景,现已成功应用于示踪物源区和揭示岩体热事件等领域。然而,该方法尚存几个关键问题有待解决,例如,微区测试的空间不匹配性、封闭温度存有争议、较大的年龄偏差等,这无疑阻碍其在地球科学领域中更进一步的推广和应用。本文系统地介绍了锆石辐射损伤测年方法的起源、原理和测试方法,总结了相关应用的重要进展,阐述了锆石辐射损伤测年方法的尚存问题,并对该方法的发展趋势作以展望,以期为年代学的发展提供新的技术手段。