2007年11月北京成人英语三级考试A卷试题及答案

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1、本科毕业设计说明书题目：浙江安吉县城排水工程及其污水处理厂工程设计院（部）：市政与环境工程学院专业：给水排水工程专业班级：水工094姓名：谢旆心学号：2009041284指导教师：孙翠珍、李杰瑞完成日期：2013年6月15日山东建筑大学毕业论文（或毕业设计说明书，二选一）一级标题，黑体，4号。两字间空2格。后面的“结论”、“谢辞”、“附录”中，两字间均空1格目录黑体，3号，居中两字中间空2格摘要··································································Ⅲ宋体，小4号，1.5倍行距

2、ABSTRACT····························································Ⅳ1前言·································································11.1空腹桁架钢框架的特点及研究意义········································11.2空腹桁架钢框架的研究现状··············································31.3现有研究的不足及本文的研究内容··

3、······································52空腹桁架钢框架有限元建模及验证····································82.1引言··································································82.2弹塑性分析方法简介···················································12IV山东建筑大学毕业论文（或毕业设计说明书，二选一）2.3ANSYS在空腹桁架钢框架弹塑性分析中的应

4、用····························182.4ANSYS分析模型正确性检验············································20目录最多列至三级标题。下级标题依次比上级标题缩进1格2.4.1ANSYS分析模型概述················································212.5小结·································································213空腹桁架钢框架受力性能有限元分析····

5、·····························233.1引言·································································233.2空腹桁架钢框架与普通钢框架力学性能对比·······························263.3影响空腹桁架钢框架力学性能的因素·····································294空腹桁架钢框架极限承载力试验研究·································304.1试验目的····

6、·························································304.2模型设计依据··············IV山东建筑大学毕业论文（或毕业设计说明书，二选一）···········································324.3试验概况·····························································354.4试验过程描述···············································

7、··········384.5试验结果·····························································45目录及中外文摘要的页码使用Ⅰ、Ⅱ、Ⅲ……等符号连续编排，字体TimesNewRoman，小5号4.6小结·································································555结论································································56谢辞·······

8、···············································