Cat Tom 兄弟的力作.代码是纯C写的，本来是用TC2.0写的，后来移植到DJGPP下，如果有人想看TC代码的话Cat Tom [CRAZY BUGS]的主...

　 本书是作者使用ArcObjects进行项目开发以及在ArcObjects授课中经验的总结，能够使GIS开发人员快速领悟到ArcObjects的精髓，掌握AO开发中的关键和必要的技巧。全书共19章，分为基础篇，技巧篇和提高篇-This book is the author use ArcObjects developing projects as well as the medium of instruction in ArcObjects experience, enabling GIS developers quickly realized that the essence of ArcObjects to grasp the key to the development of AO and the necessary skills. A total of 19 book chapters, divided into the basic articles, tips articles and improve articles

JAVA编写的乒乓球游戏 很经典哦 试一试吧-JAVA ?嘈

java 实现的序列号生成器，类似数据库的Sequence，为实现跨数据库而设计。-java achieve the serial number generator, similar to the Sequence Database. To achieve cross-database design.

C++笔试题目，对于找工作的人相信很有帮助的-C++ Written test subject to find a job for the people believe that useful

此文件包含用visual c++编译的流水灯的程序代码，一定可用digital-This file contains the use of visual c++ compiler of the water code lights, digital can be used must

一个风景区的网站源码，前台很漂亮~！~ 美工很是一流哟 网站后台功能很是强大. 源码运行环境：ASP+ACC 源码大小：47MB 后台管理地址http://**************/admin 后台管理用户：admin 后台管理密码：admin-A scenic area of the website source code, front is very beautiful ~! ~ Art is a first-class yo site was very powerful back-office functions. Source operating environment: ASP+ ACC source Size: 47MB address http://**************/ admin Admin Admin User : admin Admin Password: admin

用vfp编的车辆管理软件-series with the vehicle management software

电力系统潮流计算，电力系统一般的潮流计算算法-power flow computation of power system,the nomal power flow algrthm of power system

masm 汇编工具-can compilation tools

此程序用fortran编写 功能: 1、是计算在载荷作用下的平面桁架位移以及杆件的轴力。轴力符号规定，受拉为正，受压为负。另外还哼计算支座反力。 2、对桁架的节点编号，采取先编可动节点，接着再编固定节点。 3、计算多工况问题 此程序出自《杆系结构程序设计》，有改动，原程序有错误-the procedure used to prepare fortran functions : 1. calculation of the load under the plane truss rod displacement and the axial force. Symbol axial force, the tension is positive, negative pressure. It also supports anti-hum calculating power. 2, the number of nodes truss, the first series to take movable joints, and then re-allocation fixed nodes. 3, the calculation of multi-state issues this procedure from the "bar structural design process," with changes, the original procedure is wrong