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121.
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本文报告646例经皮细针穿刺活检和介入性治疗。穿刺活检459例,介入性治疗187例。穿刺活检部位:腹部175例,其中肝脏81例,胰腺56例,腹腔包块7例,肾脏22例,肾上腺5例,脾脏3例,前列腺1例;胸212例;骨骼肌肉系统52例;颅脑20例。介入性治疗:硬化剂治疗156例,其中肾囊肿硬化剂治疗142例,肝囊肿硬化剂治疗14例;抽吸和/或引流25例,其中脑出血血肿抽吸占19例;CT 导引下电针治疗5例;交感神经阴断术1例。各部位穿刺活检正确率是有差异的,肝脏为94%,肾脏95%,胰腺和腹腔包块89%,胸部91%,骨骼肌肉系统90%,颅脑90%。介入性治疗闻效肾囊肿硬化剂治疗为96%,肝囊肿硬化剂治疗为82%,抽吸或引流为87%,并发症发生率胸部为7.5%,腹部为0.06%,颅脑为7.5%。本文详细讨论了穿刺针选择,技术要点。影响正确率的因素等。 相似文献
123.
Bjerhammar球面单层密度时间变化的实用解算理论 总被引:1,自引:1,他引:0
申重阳 《大地测量与地球动力学》1999,19(2):9-16
研究了Bjerhammar球面单层密度时变实用解算理论和稳定算法。从利用重复大地测量数据联合确定Bjerhammar球面单层密度时变基本理论出发,推导了不同Bjerhammar球面上q*t和δW*t之间的一般解式;分析研究了q*t的迭代求解过程和收敛特性,得出其收敛稳定性很大程度上取决于R值的结论,同时给出了界限R的关系式;提出了解求q*t的分步迭代算法,该算法从理论上解决了以前算法存在的收敛稳定问题(R较小时),并指出:地表观测点qt的确定应遵循匹配处理准则,即各观测点数据应蕴含相同物理过程。最后给出了q*t的精度评估公式。 相似文献
124.
Spatial and temporal trend of sewage pollution indicated by coprostanol in Macao Estuary,southern China 总被引:1,自引:0,他引:1
Bottom sediments and a 210Pb dated sedimentary core in Macao Estuary were quantitatively analyzed with GC-MS for coprostanol and other sterols. Higher coprostanol concentrations were detected at Port Interior and Lower Qianshan River, indicative of serious sewage pollution from densely populated Macao Island and Zhuhai City. However, very low concentrations of coprostanol were detected around Coloane Island as well as Port Exterior and Maliuzhou River except sites adjacent sewage outlets. Coprostanol pollution in Macao Estuary originates mainly from locally direct discharge of untreated wastewater. The concentrations of coprostanol in ZJ-9 were mainly in range of 150–280 ng/g with an average of 210 ng/g for more than 20 years from early 1970s to early 1990s. However, it increased obviously since 1993, and reached the highest in 1995–1996. However, a sharp decrease of coprostanol concentration from 470 to 31 ng/g after 1996 was observed corresponding to the first wastewater treatment plant in Taipa Island going into action. 相似文献
125.
Limitations associated with deterministic methods to quantify demands and develop rational acceptance criteria have led to the emergence of probabilistic procedures in performance‐based seismic engineering. The Pacific Earthquake Engineering Research performance‐based methodology is one such approach. In this paper, the impact of certain modelling decisions made at different stages of the evaluation process on the performance assessment of a typical multi‐bent viaduct is examined. Modelling, in the context of this paper, covers hazard modelling, structural modelling and loss modelling. The specific application considered in this study is a section of an existing viaduct in California: the I‐880 interstate highway. Several simulation models of the viaduct are developed, a series of nonlinear time‐history analyses are carried out to predict demands, measures of damage are evaluated and the probability of closure of the viaduct is estimated using the specified hazard for the site. It is concluded that the methodology offers several advantages over existing deterministic performance‐based procedures. Results of the investigation indicate that the assessment methodology is particularly sensitive to the reliability of decisions made by bridge inspectors following a seismic event, and to the dispersion in the demand estimation, which in turn is influenced by several factors including soil–structure interaction effects and ground motion scaling procedures. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
126.
Approximate incremental dynamic analysis using the modal pushover analysis procedure 总被引:2,自引:0,他引:2
Incremental dynamic analysis (IDA)—a procedure developed for accurate estimation of seismic demand and capacity of structures—requires non‐linear response history analysis of the structure for an ensemble of ground motions, each scaled to many intensity levels, selected to cover the entire range of structural response—all the way from elastic behaviour to global dynamic instability. Recognizing that IDA of practical structures is computationally extremely demanding, an approximate procedure based on the modal pushover analysis procedure is developed. Presented are the IDA curves and limit state capacities for the SAC‐Los Angeles 3‐, 9‐, and 20‐storey buildings computed by the exact and approximate procedures for an ensemble of 20 ground motions. These results demonstrate that the MPA‐based approximate procedure reduces the computational effort by a factor of 30 (for the 9‐storey building), at the same time providing results to a useful degree of accuracy over the entire range of responses—all the way from elastic behaviour to global dynamic instability—provided a proper hysteretic model is selected for modal SDF systems. The accuracy of the approximate procedure does not deteriorate for 9‐ and 20‐storey buildings, although their dynamics is more complex, involving several ‘modes’ of vibration. For all three buildings, the accuracy of the MPA‐based approximate procedure is also satisfactory for estimating the structural capacities for the limit states of immediate occupancy, collapse prevention, and global dynamic instability. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
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128.
载荷试验检测复合桩基承载力的影响因素 总被引:2,自引:1,他引:2
针对桩基检测中水泥土桩复合地基检测承载力实测值与设计值差别很大,从工程地质条件、地基处理情况、检测方法出发,通过实例分析了复合地基承载力取值的影响因素。分析表明:桩设计参数取值偏低、地基土的力学性能未充分利用、设计的安全储备偏大是影响承载力取值的主要因素,检测时桩间土含水量的变化也有一定程度的影响。 相似文献
129.
以钠基膨润土为原料制备了镍钛无机交联、有机交联系列改性膨润土,比较了二者对废水中化学需氧量(COD)、Cr(Ⅵ)、色度、浊度的去除效果,探讨了改性膨润土用量、pH值、搅拌时间等因素对实验的影响。结果表明:镍钛有机交联膨润土对COD和Cr(Ⅵ)的处理效果明显优于镍钛无机交联膨润土;二者对浊度和色度处理效果相当。其吸附行为符合Langmuir方程。 相似文献
130.
随着Web GIS的快速发展和广泛应用,对Web GIS的性能提出了更高的要求.ASP.NET是微软推出的新一代动态网页技术,它提供了强大的Web应用开发功能,开发基于ASP.NET的Web GIS是当前实现Web GIS的较佳方案之一.基于ASP.NET的Web GIS具有灵活性和动态特性,但是在获得这种灵活性和动态特性的同时却导致Web GIS性能降低.因此,有必要通过.NET框架内置的优化特性、程序设计中的一些性能优化技巧与ASP.NET的缓存技术的运用,降低Web GIS服务器的负载,使得设计和实现的Web GIS性能更优、效率更高. 相似文献