桩基承载力自平衡试验方法在昆明地区的应用研究

概述了自平衡法的基本原理,对云南某化工有限公司5×105t/a合成氨煤气化装置中的三根试桩采用自平衡新方法进行了桩基承载力测试,对测试数据进行了整理和分析。应用结果表明,测试取得较好的工程效果。     

Equivalent force control method for generalized real‐time substructure testing with implicit integration

This paper presents a new method, called the equivalent force control method, for solving the nonlinear equations of motion in a real‐time substructure test using an implicit time integration algorithm. The method replaces the numerical iteration in implicit integration with a force‐feedback control loop, while displacement control is retained to control the motion of an actuator. The method is formulated in such a way that it represents a unified approach that also encompasses the effective force test method. The accuracy and effectiveness of the method have been demonstrated with numerical simulations of real‐time substructure tests with physical substructures represented by spring and damper elements, respectively. The method has also been validated with actual tests in which a Magnetorheological damper was used as the physical substructure. Copyright © 2007 John Wiley & Sons, Ltd.     

Pushover analysis procedure for systems considering SSI effects based on capacity spectrum method

This paper presents a new procedure to transform an SSI system into an equivalent SDOF system using twice equivalence. A pushover analysis procedure based on the capacity spectrum method for buildings with SSI effects （PASSI） is then established based on the equivalent SDOF system, and the modified response spectrum and equivalent capacity spectrum are obtained. Furthermore, the approximate formulas to obtain the dynamic stiffness of foundations are suggested. Three steel buildings with different story heights （3, 9 and 20） including SSI effects are analyzed under two far-field and two near-field historical records and an artificial seismic time history using the two PASSI procedures and the nonlinear response history analysis （NLhRHA） method. The results are compared and discussed. Finally, combined with seismic design response spectrum, the nonlinear seismic response of a 9-story building with SSI effects is analyzed using the PASSI procedures, and its seismic performance is evaluated according to the Chinese ＇Code for Seismic Design of Buildings. The feasibility of the proposed procedure is verified.     

双源CT Flash双低技术手动触发扫描在冠状动脉CTA的可行性研究

目的:对比常规前瞻性心电触发扫描及对比剂用量方案,探讨在双源CT Flash扫描模式下,低k V、低对比剂用量、手动触发扫描方案在低体重、低心率患者行冠脉CTA检查的可行性。方法:48例患者分为两组:A组:24例,体重<65kg,45次/min≤心率≤65次/min,对比剂流速和用量分别为5.0 mL/s和20 mL (350 mg I/m L),行Flash扫描,管电压采用70 kV;B组:24例,体重<65 kg,48次/min≤心率≤65次/min,对比剂流速和剂量分别为5.0 mL/s和50 mL (350 mg I/m L),行前瞻性心电触发扫描,管电压采用100k V。对原始数据进行SAFIRE迭代重建。比较两组患者的性别、年龄、心率、体重、BMI、CTDI_VOL、DLP和ED,测量并比较两组图像主动脉根部、左主干、冠脉三大支近段管腔内的CT值、噪声、信噪比及主动脉根部的对比噪声比。两组冠脉图像质量采用4级评分法进行比较。结果:两组患者在性别、年龄、心率、体重、BMI及两组图像主动脉根部、左主干、冠脉三大支近段的CT值、噪声、信噪比、主动脉根部对比噪声比无显著性差异(P>0.05),在CTDI_VOL、DLP和ED方面两组图像有显著性差异(P<0.05)。两组冠脉图像质量等级无显著性差异,冠脉可评价节段率均>96%。结论:双源CT在低体重、低心率患者应用70 kV超低管电压和低对比剂用量的方案进行冠状动脉CTA检查可以获得满足临床诊断的图像质量,较常规方案的放射剂量和对比剂用量显著减低。     

地基半空间等效集总体系的比拟法与实测分析

先略述莱斯默比拟法的形成;再由半空间理论等效为质弹体系,得出辐射阻尼比、刚度及参振土质量,并论述两体系的结合;最后经实测、分析和使用,考虑土体非匀质性折减阻尼比以作修正,使其更为实用。这有助于消除在我国长期认为阻尼比大而不安全、不便使用的疑虑,以便推动半空间理论在我国的实用化。     

基于等效单自由度体系的结构地震输入能量的研究

通过对多自由度体系结构在地震作用下的能量分析,考虑地震动因素和结构自身特性,提出一种框架结构地震总输入能量的简化求解方法.实例计算结果表明:基于等效单自由度体系来估计多自由度体系的地震总输入能,是一种计算简便且较为准确的方法.     

胰腺低剂量CT灌注扫描成像技术应用现状及研究趋势

目前,胰腺的影像学诊断逐渐从常规CT扫描单一的形态学诊断向CT灌注形态和功能学并重诊断转变;CT灌注是在常规CT扫描基础上发展起来的一种功能影像成像技术,通过CT灌注观察胰腺微循环变化可以早期诊断胰腺疾病,在胰腺疾病研究领域中是热点;用常规条件行CT灌注扫描,明显地增加了患者的辐射剂量,如何行低辐射剂量CT灌注成为当前重点探讨方向。本文综述胰腺低剂量CT灌注扫描成像技术应用现状及研究趋势。     

CT扫描参数优选对辐射防护的贡献

作者参照国际放射防护委员会(ICRP)1991年60号出版物规定的实践中放射防护原则,设计CT扫描中患者及公众放射防护方策,通过优选予置扫描参数和适时扫描参数,降低CT 受检者的辐射剂量,并业已经过辐射测量实验结果的证实。对此,做一介绍。     

A procedure for evaluating seismic energy demand of framed structures

Energy serves as an alternative index to response quantities like force or displacement to include the duration‐related seismic damage effect. A procedure to evaluate the absorbed energy in a multistorey frame from energy spectra was developed. For low‐ to medium‐rise frames, it required a static pushover analysis of the structure to determine the modal yield force and ductility factor of an equivalent single‐degree‐of‐freedom system for the first two modes. The energy spectra were then used to determine the energy contribution of each mode. A procedure was also developed to distribute the energy along the frame height based on energy shapes. This study showed that the second‐mode response in some cases needs to be considered to reflect the energy (or damage) concentration in the upper floors. Copyright © 2002 John Wiley & Sons, Ltd.     

基于等效源的重力异常空间导数计算方法及其在川滇地区的应用

在综合分析前人研究成果的基础上,采用基于贝叶斯准则的等效源模型滤波增强方法来识别地质体边界。通过理论模型实验讨论了在相同的噪声水平情况下,不同算法对于计算结果的影响,模型实验结果表明,与直接计算和传统高斯滤波增强技术相比,新算法可以有效消除传统算法中普遍存在的对于噪声的过度敏感问题,所得到的地质体边界形态失真更小。随后,利用此方法对川滇地区的重力数据进行了处理,并对该地区的重力水平总梯度(THD)、重力垂直梯度模(AVG)、重力解析信号模量(AAS)、重力水平梯度垂向导数(VGHD)应用效果进行了对比分析。研究结果提供了川滇地区的构造分区信息,对该地区构造演化、边界定位及动力学过程分析具有重要的指导意义。