盾构机轴线方位角解算原理研究     

薄志义  王坡  张楠 《北京测绘》2006,(3):18-21

以德国VMT公司的TMB制导系统SLS-T为例,主要解析了盾构机轴线方位角测量原理,并完整地推导了盾构机姿态参数公式。由于国外导向系统的核心原理不公开,因此本文的研究成果,为隧道施工工程技术人员深入理解激光导向系统原理以及开发国产的自动导向系统提供了理论基础。  相似文献   

2008年1月一次强雨雪过程的诊断分析     

朱坤  刘华强  刘宇丹  蒋坡   《气象与环境科学》2009,32(3):15-21

采用NCEP1°×1°客观再分析资料和常规观测资料,对2008年1月25—29日发生在长江中下游地区的强雨雪过程进行诊断分析,结果表明,低空急流与强雨雪有着密切关系,强雨雪的发生需具备一定的温度条件以及水汽场与动力场的耦合机制。对强雨雪过程的湿Q矢量诊断分析表明,700hPa湿Q矢量辐合区以及850hPa锋生函数正值区与强雨雪区对应较好,对雨雪天气的发生有着很好的指示意义。湿位涡特征分析表明,此次强雨雪过程发生在层结稳定的大气中且垂直涡度发展较强。  相似文献   

织金洞扫尾豪猪粪堆积层的孢粉组合及其地质意义   总被引：4，自引：0，他引：4  

朱文孝  李坡 《中国岩溶》1994,13(3):256-260

通过对贵州织金洞扫尾豪猪粪堆积层孢粉组合分析研究及￣（１４）Ｃ年龄测定,明显地反映出织金洞地区近６７１０±１３０ａ来的古植被和古气候均属北亚热带的植被面貌及气候特征。划分出的四个孢粉带所反映的植被演替过程为:松占优势,混有桦、栎常绿阔叶的针叶林→松占优势,含五加,栋和山核桃的针叶阔叶混交林→松占优势,栋、五加和桦增多的针叶阔叶混交林→松为主,混有胡桃、五加和榆落叶阔叶的针叶林;相应的气候变化是:温和偏湿→温暖偏干→温暖湿润→温凉干燥。   相似文献   

白斑综合症杆状病毒在养殖万氏对虾(Penaeus vannamei)中暴发流行和人工感染研究   总被引：2，自引：0，他引：2  

姚泊  何建国  周琼  吴玉云  莫福 《海洋通报》1999,18(4):44-49

白斑综合症杆状病毒(White spot syndrome baculovirus,WSBV)对万氏对虾有较强的致病力,在病虾被感染的2～3d内,就可以使万氏对虾死亡率达83.3%～90%.WSBV对万氏对虾的鳃上皮细胞、甲壳下表皮细胞、胃上皮组织细胞、肌细胞、结缔组织细胞和中肠基底膜下肌细胞以及结缔组织细胞敏感.在细胞质中的完整杆状病毒粒子大小为(129～164)nm×(365～412)nm,在细胞核中的完整杆状病毒粒子大小约为(135～176)nm×(429～480)nm.万氏对虾对wSBv没有明显的抗病性,60d养殖死亡率达90%.  相似文献   

Effect of viscous,viscoplastic and friction damping on the response of seismic isolated structures     

Nicos Makris  Shih‐Po Chang 《地震工程与结构动力学》2000,29(1):85-107

In this paper the efficiency of various dissipative mechanisms to protect structures from pulse‐type and near‐source ground motions is examined. Physically realizable cycloidal pulses are introduced, and their resemblance to recorded near‐source ground motions is illustrated. The study uncovers the coherent component of some near‐source acceleration records, and the shaking potential of these records is examined. It is found that the response of structures with relatively low isolation periods is substantially affected by the high‐frequency fluctuations that override the long duration pulse. Therefore, the concept of seismic isolation is beneficial even for motions that contain a long duration pulse which generates most of the unusually large recorded displacements and velocities. Dissipation forces of the plastic (friction) type are very efficient in reducing displacement demands although occasionally they are responsible for substantial permanent displacements. It is found that the benefits by hysteretic dissipation are nearly indifferent to the level of the yield displacement of the hysteretic mechanism and that they depend primarily on the level of the plastic (friction) force. The study concludes that a combination of relatively low friction and viscous forces is attractive since base displacements are substantially reduced without appreciably increasing base shears and superstructure accelerations. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Dynamic analysis of sliding structures with unsynchronized support motions     

Yen‐Po Wang  Wei‐Hsin Liao 《地震工程与结构动力学》2000,29(3):297-313

The dynamic analysis of sliding structures is complicated due to the presence of friction. Synchronization of the kinematics of all the isolation bearings is often granted to simplify the task. This, however, may lead to inaccurate prediction of the structural responses under certain circumstances. Stepped structures or continuous bridges with seismic isolation are notable examples where unsynchronized bearing motions are expected. In this paper, a logically simple and numerically efficient procedure is proposed to solve the dynamic problem of sliding systems with unsynchronized support motions. The motion equations for the sliding and non‐sliding modes of the isolated structure are unified into a single equation that is represented as a difference equation in a discrete‐time state‐space form and the base shear forces between the sliding interfaces can be determined through simple matrix algebraic analysis. The responses of the sliding structure can be obtained recursively from the discrete‐time version of the motion equation with constant integration time step even during the transitions between the non‐sliding and sliding phases. Therefore, both accuracy and efficiency in the dynamic analysis of the highly non‐linear system can be enhanced to a large extent. Rigorous assessment of seismic structures with unsynchronized support motions has been carried out for both a stepped structure and a continuous bridge. Effectiveness of friction pendulum bearings for earthquake protection of such structures has been verified. Moreover, evident unsynchronized sliding motions of the friction bearings have been observed, confirming the necessity to deal with each of the bearings independently in the analytical model. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Modified state–space procedures for pseudodynamic testing     

Yen‐Po Wang  Chien‐Liang Lee  Tzen‐Hun Yo 《地震工程与结构动力学》2001,30(1):59-80

The existing on‐line numerical integration algorithms are derived from the Newmark method, which is based on an approximation of derivatives in the differential equation. The state–space procedure (SSP), based on an interpolation of the discrete excitation signals for piecewise convolution integral, has been confirmed as more reliable than the Newmark method in terms of numerical accuracy and stability. In an attempt to enhance the pseudodynamic test, this study presents an on‐line integration algorithm (referred to as the OS–SSP method) via an integration of the state–space procedure with Nakashima's operator‐splitting concept. Numerical stability and accuracy assessment of the proposed algorithm in addition to the explicit Newmark method and the OS method were investigated via an eigenvalue, frequency‐domain and time‐domain analysis. Of the on‐line integration algorithms investigated, the OS–SSP method is demonstrated as the most accurate method with an acceptable stability (although not unconditionally stable) characteristic. Therefore, the OS–SSP method is the most desirable method for pseudodynamic testing if the numerical stability criterion (Δt/T⩽0.5) is ensured for every vibration mode involved. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Azimuthal variation of converted‐wave amplitude in a reservoir with vertically aligned fractures − a physical model study          下载免费PDF全文

Chih‐Hsiung Chang  Young‐Fo Chang  Po‐Yen Tseng 《Geophysical Prospecting》2017,65(1):221-228

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巴西阿尔塔·弗洛雷斯塔地区地质特征及金矿床类型     

陈小龙  王晓青  陈丹丹  高坡  高雅宁 《地质通报》2017,36(12):2179-2184

巴西马托格罗索州阿尔塔·弗洛雷斯塔(Alta Floresta)地区是亚马孙盆地西南部重要的金成矿省。为了满足中资矿业公司进行矿业投资和开发活动的需求,在实地考察和文献资料搜集的基础上,对该地区金矿地质特征和矿床类型进行了初步总结。该区主要的金矿类型有石英脉型、花岗斑岩型、红土型金矿等,其中石英脉型和红土型金矿为主要的金矿开发类型。区域构造对岩浆作用、金矿化作用和矿床类型等具有重要控制作用。总体来说,该地区具有多次金成矿活动,金成矿类型丰富,可作为中资矿业公司实施"走出去"战略的重要成矿区带。  相似文献   

Accelerating the discontinuous Galerkin method for seismic wave propagation simulations using multiple GPUs with CUDA and MPI     

Dawei Mu  Po Chen  Liqiang Wang 《地震科学（英文版）》2013,26(6):377-393

We have successfully ported an arbitrary high-order discontinuous Galerkin method for solving the three-dimensional isotropic elastic wave equation on unstructured tetrahedral meshes to multiple Graphic Processing Units (GPUs) using the Compute Unified Device Architecture (CUDA) of NVIDIA and Message Passing Interface (MPI) and obtained a speedup factor of about 28.3 for the single-precision version of our codes and a speedup factor of about 14.9 for the double-precision version. The GPU used in the comparisons is NVIDIA Tesla C2070 Fermi, and the CPU used is Intel Xeon W5660. To effectively overlap inter-process communication with computation, we separate the elements on each subdomain into inner and outer elements and complete the computation on outer elements and fill the MPI buffer first. While the MPI messages travel across the network, the GPU performs computation on inner elements, and all other calculations that do not use information of outer elements from neighboring subdomains. A significant portion of the speedup also comes from a customized matrix–matrix multiplication kernel, which is used extensively throughout our program. Preliminary performance analysis on our parallel GPU codes shows favorable strong and weak scalabilities.  相似文献