大别山南北缘中-晚元古代火山岩的浅变质作用

研究认为：大别山深变质基底杂岩北缘中－晚元古双峰式火山岩系,普遍遭受过缘片岩相浅变质作用,相当于中－低压相系到中－高压相系。南缘火山岩系寻段发育蓝片岩带,属蓝闪绿岩相变质作用,属高压相系。变质作用过程可分为三个阶段：拉张环境中的中－低压“细碧岩化”变质作用→挤压造山环境扣－高压区域变质作用→局部地区的高压蓝闪石绿片岩相变质作用。     

基于高斯曲率模态相关系数的梁桥支座损伤识别研究

为方便地检测梁桥支座损伤,提出了利用运营桥梁实测模态位移结合其无损状态的模态位移判断支座损伤的高斯曲率模态相关系数法。通过简支梁桥的室内试验,验证了利用高斯曲率模态相关系数判定支座损伤的合理性以及该方法中无损状态下的模态位移可以通过模态试验和有限元模拟两种方法获得。利用该方法对实际简支梁桥和连续梁桥进行的支座损伤识别结果表明:高斯曲率模态相关系数法可准确识别出单支座和多支座损伤的支座损伤位置,具有较强的鲁棒性,可将此方法应用于实际工程中的支座损伤识别。     

多维地震输入下首都机场航站楼T3反应谱分析

首都机场航站楼(T3)下部为混凝土和钢混合框架,上部为复杂的双曲面形双层扁网壳,长960 m,宽780 m,为超大体量大跨度复杂空间钢结构体系。本文采用SAP2000有限元软件,对其进行了单维和多维地震输入下的反应谱分析,研究了单维和多维地震输入对构件内力、节点位移和地震总剪力的影响;研究了多维地震输入下地震响应值与按规范地震组合公式计算所得地震响应值的关系;研究了模态提取数目和质量参与系数的关系,CQC法中参与组合的模态数目与结构地震响应的关系。研究表明,采用振型分解反应谱法时,模态频率越高,对结构内力的影响越小,对于对结构影响较小的高频模态,可以忽略其对结构的影响;根据单维和多维地震反应的对比分析,对超大跨度复杂钢结构宜进行三维地震输入的反应谱分析。另外,本文提出了一种新的地震效应组合方法,可替代多维地震反应分析,并弥补现行规范的不足。     

An improved modal pushover analysis procedure for estimating seismic demands of structures

The pushover analysis （POA） procedure is difficult to apply to high-rise buildings, as it cannot account for the contributions of higher modes. To overcome this limitation, a modal pushover analysis （MPA） procedure was proposed by Chopra et al. （2001）. However, invariable lateral force distributions are still adopted in the MPA. In this paper, an improved MPA procedure is presented to estimate the seismic demands of structures, considering the redistribution of inertia forces after the structure yields. This improved procedure is verified with numerical examples of 5-, 9- and 22-story buildings. It is concluded that the improved MPA procedure is more accurate than either the POA procedure or MPA procedure. In addition, the proposed procedure avoids a large computational effort by adopting a two-phase lateral force distribution..     

1:25万赤布张错幅区域地质图空间数据库建设方法与意义

1:25万赤布张错幅区域地质图空间数据库建设是依据《数字地质图空间数据库标准》,将传统填图方法完成的1:25万区调图幅在当前空间数据库模型的典型代表地理数据库模型上建立的。该模型以研究实体为对象,把对象分为基本要素类、综合要素类和对象类,通过组成地质图基本要素类和对象类出发,处理和把握存储与组织的关系,采用关联、依赖、组合和继承来描述对象之间的关系规则来构成新的关联集合的技术,增强了数据库服务能力。     

基于组件的土地定级信息系统的开发与研究

本文探讨了如何将组件技术和GIS技术应用于土地定级软件开发实践中,以降低土地定级软件开发和维护的复杂程度,提高系统的可集成性和可扩展性。组件技术并具有开发周期短、成本低,无需额外的GIS二次开发语言,并与专业应用模型无缝集成等优点。     

模态静力非线性分析中模态选择的研究

本文应用模态静力非线性分析方法,对多个算例进行了静力非线性分析。比较分析了不同振型组合对计算精度的影响,对模态选择的参数进行了研究,提出采用模态质量参与系数进行模态选择的控制,为模态静力非线性分析方法的推广使用提供参考。另外,分析了结构基本周期对该方法计算精度的影响。     

A high‐frequency open boundary for transient seepage analyses of semi‐infinite layers by extending the scaled boundary finite element method

A high‐frequency open boundary has been developed for the transient seepage analyses of semi‐infinite layers with a constant depth. The scaled boundary finite element equation of pore water pressure is formulated first in the frequency domain. With the eigenvalue problem, the equation can be decoupled into modal equations whose modal dynamic permeability equation can be determined. The continued fraction technique is adopted to formulate the continued fraction solution in the frequency domain. All constants in the solution are determined recursively at the high‐frequency limit. By introducing auxiliary variables and the continued fraction solution to the relationship between the prescribed seepage flow and the pore water pressure in the frequency domain, the open boundary condition is obtained. After transformed to the time domain, the open boundary condition is expressed as a system of fractional differential equations. No convolution integral is required. The accuracy of the analysis results increases with the increasing orders of continued fraction. Copyright © 2015 John Wiley & Sons, Ltd.     

Extended MSRS rule for seismic analysis of bridges subjected to differential support motions

This paper introduces a generalized formulation of the multiple support response spectrum (MSRS) method (Earthquake Engng Struct. Dyn. 1992; 21 :713–740) and extends it by accounting for the quasi‐static contributions of truncated modes. The generalized formulation allows consideration of response quantities that involve support degrees of freedom (DOF). This situation arises for many response quantities of interest when rotational DOF are condensed out. New cross‐correlation coefficients are introduced in the extended rule and a parametric study is performed to gain insight and identify cases of ground motion spatial variability in which these terms are significant. An efficient computer implementation of the extended MSRS method is described and used for comprehensive analysis of two real bridge models with vastly different structural characteristics. The specified input is in accordance with standards used in engineering practice. The effects of differential support motions, including the influence of spatially varying soil conditions, on the pseudo‐static and dynamic components and the total response are examined and the improvement achieved with the extended MSRS method is assessed. Copyright © 2011 John Wiley & Sons, Ltd.     

基于柔度矩阵法的钢栈桥损伤识别

根据以往模态柔度损伤指标的研究成果,建立了模态柔度差曲率和模态柔度曲率差这2种结构损伤识别指标。通过对一个百米钢栈桥最容易发生损伤的下弦梁进行各种损伤工况下的数值模拟研究,比较分析了这2种结构损伤指标的损伤识别效果。并且在钢栈桥2根下弦梁都有损伤的情况下,对两者之间损伤识别效果的相互影响进行了研究。研究结果表明,本文提出的2种损伤识别指标,对空间复杂钢栈桥的易损下弦梁都有很好的损伤识别效果,2根下弦梁的损伤识别具有较好的独立性。