As these method calls get marshaled to wire formats and stream across the network , developers and administrators often want to keep track of things by maintaining detailed transaction logs in order to debug service behavior , profile performance , test security controls , and even model traffic shape for service - level improvement 因为这些方法调用按照通过网络的在线格式和流进行编组，开发人员和管理员常常需要维护详细的事务日志跟踪记录，以便调试服务行为、配置文件的性能和、安全控制，甚至建模流量的形态，从而在服务层进行改进。
The results demonstrate that the method mentioned in this paper is correct , reliable and rational . on the basis of the conclusions , the reinforcing structure ' s internal forces of 2 landslide body of hongjiadu hydraulic power plant are analyzed with this method and the service behavior of the joint structures of anchor caverns and piles in the 2 # landslide body is studied . at the same time , the 在此基础上，文中用该方法对洪家渡水电站2 #塌滑体的加固结构进行了内力分析，研究了洞桩联合结构在洪家渡水电站2 #塌滑体加固中的工作性态，计算了每个抗滑桩和锚固洞桩承受的下滑力，为实际工程加固设计提供了合理、可靠的依据。
To establish the system computational theory and design method , the thesis is devoted to detailed studying on main member ' s atress characteristic , failure mechanism , carrying capacity in high - rise building and whole structure ' s service behavior , deformation characteristic , displacement - based seismic design method . such work has been done as follows : based on previous test result of multi - ribbed slab with frame enhancement , the three classic failure mode is proposed . linking with the different design stage involved in actual codes , the corresponding analysis model is set up 本文以中高层密肋壁板结构的计算理论及设计方法研究为主线，就结构体系的受力特征、破坏形态、承载力水平以及整体结构的工作性能、变形特征、基于位移的抗震设计方法等进行了较为详细的研究，主要的研究内容如下：根据前期密肋复合墙板的试验结果，提出了带边框密肋复合墙板三种典型的破坏模式；结合现行规范中各设计阶段的要求，建立了与墙板不同受力阶段工作状态相对应的计算模型。
