多功能智能流速仪   总被引：16，自引：1，他引：15  

蔡守允 谢瑞韩世进  周锐鹏 《海洋工程》2004,22(2):83-86

介绍了最新研制成功的LGY-Ⅱ型智能流速仪和LGY-Ⅲ型多功能智能流速仪硬件和软件的设计,以及其功能和特点。  相似文献   

A response spectrum approach for seismic performance evaluation of actively controlled structures     

Mahendra P. Singh  Sarbjeet Singh  Enrique E. Matheu 《地震工程与结构动力学》2000,29(7):1029-1051

To evaluate and measure the effectiveness of active control schemes in reducing the response of structures subjected to earthquake excitations, it is common to use recorded or artificially generated earthquakes as input motions. This paper introduces the response spectrum analysis to evaluate linear control systems for seismic inputs defined by code‐prescribed or site‐specific ground response spectra. Using such a method one can evaluate a control system in a single analysis for the ensemble of time histories that are represented by the input response spectra. The response spectrum analysis can also facilitate the implementation of comprehensive parametric studies. A generalized response spectrum method is used to analyse systems with non‐symmetrical matrices that are caused by the general nature of the control actions imposed on the structure. The application of the method is demonstrated on several numerical examples of a building structure where the control force is applied through an active tuned‐mass damper. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Non‐linear seismic response of arch dams with contraction joint opening and joint reinforcements     

Chuhan Zhang  Yanjie Xu  Guanglun Wang  Feng Jin 《地震工程与结构动力学》2000,29(10):1547-1566

A comprehensive study of non‐linear seismic response of arch dams with contraction joint opening and joint reinforcements has been conducted. A numerical model of contraction joint reinforcements is presented for optimization control of the joint opening. The objective of this control is to reduce the joint opening and expectantly to balance the sustained loads between the horizontal and the vertical components of the dam, thus avoiding an overstress in the cantilever while retaining the release of arch tensile stresses to some extent. Several parameter studies such as critical element size and required number of joints to be simulated for convergence are also performed. As an engineering application, a 292‐m high arch dam (the Xiaowan arch dam) and the Big Tujunga dam are analysed in detail. The results demonstrate that the joint opening and the corresponding load transfer from the arch to cantilever components of the dam during strong earthquakes are substantial. It is also evident that by providing sufficient strength and reinforcement flexibility, the joint opening can be controlled to some extent. However, the stress redistribution due to reinforcement control is not sufficient to avoid the overstress in the cantilever for the Xiaowan arch dam. Thus, alternative measures are discussed. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Sliding mode fuzzy control: Theory and verification on a benchmark structure     

Saang Bum Kim  Chung Bang Yun 《地震工程与结构动力学》2000,29(11):1587-1608

A sliding mode fuzzy control (SMFC) algorithm is presented for vibration reduction of large structures. The rule base of the fuzzy inference engine is constructed based on the sliding mode control, which is one of the non‐linear control algorithms. In general, fuzziness of the controller makes the control system robust against the uncertainties in the system parameters and the input excitation, and the non‐linearity of the control rule makes the controller more effective than linear controllers. For verification of the present algorithm, a numerical study is carried out on the benchmark problem initiated by the ASCE Committee on Structural Control. To achieve a high level of realism, various aspects are considered such as actuator–structure interaction, sensor noise, actuator time delay, precision of the A/D and D/A converters, magnitude of control force, and order of control model. Performance of the SMFC is examined in comparison with those of other control algorithms such as H_{mixed 2/∞}, optimal polynomial control, neural networks control, and SMC, which were reported by other researchers. The results indicate that the present SMFC is efficient and attractive, since the vibration responses of the structure can be reduced very effectively and the design procedure is simple and convenient. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

高精度重力测量的潮汐改正软件及其评估分析     

朱传东  陈铭  明晓冉  庞柳青  田兴宇  苏建文 《大地测量与地球动力学》2023,43(1):106-110

基于MATLAB GUI界面,采用天顶距直接法和负荷格林函数法编写一套重力固体潮与海洋潮汐负荷改正软件GTIDE,并将其与国际现有软件进行比较。结果表明,GTIDE软件易于操作、便于维护,能有效揭示重力固体潮与海洋潮汐负荷的变化特征,适用于高精度绝对重力与相对重力测量的潮汐改正。  相似文献   

测氡仪标准仪器校准法的可行性研究     

任宏微  姚玉霞  陈其峰 《大地测量与地球动力学》2023,43(1):100-105

针对目前台站测氡仪校准困难的问题,提出标准仪器校准法,并将其与RN-FD循环式氡气固体源进行对比,同时利用台站应用最为广泛的RN-150小型氡气固体源验证该方法的可行性。结果表明,利用RN-150小型氡气固体源及AlphaGUARD P2000F标准仪器分别对FD-125测氡仪3个闪烁室进行校准后得到的校准系数相对误差分别为0.2%、3.4%、2.8%,均达到目前地震监测中氡观测的技术要求,进一步验证了测氡仪标准仪器校准法的可行性。  相似文献   

液化场地桥梁群桩-土耦合体系强震反应分析          下载免费PDF全文

唐浩  石秀峰  唐亮  蔡德钩  凌贤长  王东洋 《地震工程学报》2016,38(6):869-876

针对振动台试验,采用u-p形式控制方程表述饱和砂土的动力属性,选用土的多屈服面塑性本构模型刻画饱和砂土和黏土的力学特性,引入非线性梁-柱单元模拟桩,建立试验受控条件下液化场地群桩-土强震相互作用分析的三维有限元模型,并通过试验结果验证数值建模途径与模拟方法的正确性。以实际工程中常用的2×2群桩为例,建立桩-土-桥梁结构强震反应分析三维有限元模型。基于此,针对不同群桩基础配置对液化场地群桩-土强震相互作用影响展开具体分析。对比发现,桩的数量相同时,桩排列方向与地震波输入方向平行时比垂直时桩基受力减小5%~10%,而对场地液化情况无明显影响;相同排列形式下,三桩模型中土体出现液化的时间约比双桩模型延缓5s,桩上弯矩和剪力减小33%~38%。由此可见,桩基数量增加,桩-土体系整体刚度更大,场地抗液化性能显著,桩基对上部桥梁结构的承载性能明显增强,其安全性与可靠性更高。这对实际桥梁工程抗震设计具有一定的借鉴意义。  相似文献   

Illumination effects on the differenced Normalized Burn Ratio's optimality for assessing fire severity     

S. Veraverbeke  W.W. Verstraeten  S. Lhermitte  R. Goossens 《International Journal of Applied Earth Observation and Geoinformation》2010

The influence of illumination effects on the optimality of the dNBR (differenced Normalized Burn Ratio) was evaluated for the case of the 2007 Peloponnese (Greece) wildfires using a pre/post-fire Landsat TM (Thematic Mapper) image couple. Well-illuminated pixels (south and south-east facing slopes) exhibited more optimal displacements in the bi-spectral feature space than more shaded pixels (north and north-west exposed slopes). Moreover, pixels experiencing a small image-to-image difference in illumination obtained a higher optimality than pixels with a relatively large difference in illumination. To correct for illumination effects, the c-correction method and a modified c-correction technique were applied. The resulting median dNBR optimality of uncorrected, c-corrected and modified c-correction data was respectively 0.58, 0.60 and 0.71 (differences significant for p < 0.001). The original c-correction method improved the optimality of badly illuminated pixels while deteriorating the optimality of well-illuminated pixels. In contrast, the modified c-correction technique improved the optimality of all the pixels while retaining the prime characteristic of topographic correction techniques, i.e. detrending the illumination–reflectance relationship. For a minority of the data, for shaded pixels and/or pixels with a high image-to-image difference in illumination, the original c-correction outperformed the modified c-correction technique. In this study conducted in rugged terrain and with a bi-temporal image acquisition scheme that deviated up to two months from the ideal anniversary date scheme the modified c-correction technique resulted in a more reliable change detection.  相似文献   

星载SAR地形辐射校正模型及其效果评价     

陈尔学  李增元  田昕  凌飞龙 《武汉大学学报(信息科学版)》2010,(3)

根据合成孔径雷达(SAR)严格成像几何模型和辐射定标公式建立了地形辐射校正(TRC)模型。通过实验,从定性和定量两个方面评价了TRC模型的有效性。比较了基于投影角和基于当地入射角两种计算有效散射单元面积的方法,对根据初始定位模型计算有效散射单元面积的合理性进行了分析。  相似文献   

利用CORS数据计算重庆InSAR对流层延迟     

周金国  廖振环  崔书珍 《测绘信息与工程》2010,35(1):13-14

利用了重庆市CORS数据,计算了该地区InSAR对流层延迟,分析了重庆地区对流层延迟对InSAR技术的影响。  相似文献