DOC《创新点：请使用word排版,图片清晰,题目上方写出创新点,...》

创新点:请使用word排版,图片清晰,题目上方写出创新点,区分盲审稿和原稿(盲审稿不要保留任何与作者和基金有关的信息),重复比须在10%以下,内文格式请参见当年最新过刊,具体说明如下.

地质灾害风险评价研究 陈1,王2 (1.大学 资源环境学院,北京 100084;

2. 研究院,辽宁 大连 116024) 摘要包含:目的,方法,结果,结论(300字左右) 摘要:地质灾害风险评价是对风险区遭受不同强度地质灾害的可能性及其可能造成的,. 关键词:地质灾害;

风险评价;

(5个以上) 中图分类号:TU4 (必填) 文献标志码:A Research of geohazards risk assessment QI Xin1 , XU Zhen2 (Tsinghua University, Beijing 100084, China)单位,邮编中英文一致 Abstract: Geohazards risk assessment is the quantitative analysis and evaluation of the possibility of risk regions to suffer geological disasters of different intensities .(逐句对应翻译,学生作者需经导师润色后提交,语义法正确,语义清晰明了,减少复杂句.) Key words: geohzards;

risk assessment;

hazard assessment;

assessment model (5个左右关键词) 引言(大标题从引言开始,核查大标题1以后大小标题序号,保证连续) 正文内容5号宋体.

1 研究区及数据源 1.1 研究区概况 正文内容5号宋体,见表1.(图随文走,所有

图表紧跟在文字说明后面,且务必保证图、表、公式序号连续,参考文献在文字中要有标识.) 表1 相关系数小于2/3的组合情形表 Table

1 Combination situation for correlation coefficients less than 2/3 mm 相关系数 洪水历时

23 25

31 28

14 41

140 180

83 100 (尽量采用三线表,

图表需清晰,注意

图表单位的标注格式) 图2 模型验证期模拟及实测流量过程线 Fig.2 Comparisons of simulated and observed streamflow hydrographs in different validation periods 参考文献: [1] 曹万林,王敏,王绍合,等. 矩形钢管混凝土边框组合剪力墙及筒体结构抗震研究[J]. 工程力学,2008, 25(S1): 58-70. CAO Wanlin, WANG Min, WANG Shaohe, et al. Aseismic research of composite shear wall and core walls with rectangular concrete filled steel tube columns[J]. Engineering Mechanics, 2008, 25(S1): 58-70. (in Chinese) [2] GB50011-2010建筑抗震设计规范 [S].北京:中国建筑工业出版社, 2010. GB50011-2010 Code for Seismic Design of Buildings [S].Beijing:Building Industry Press of China,2010. (in Chinese) [3] 屠其璞, 王俊德, 丁裕国,等. 气象应用概率统计学[M]. 北京: 气象出版社, 1984:44-46. TU Qipu, WANG Junde, DING Zhaoguo, et al. The Meteorological Applications Probability Statistically[M]. Beijing: China Meteorological Press,1984:44-46. (in Chinese) [4] 杨超. 北京市西山试验林场防火监测点布局研究[D]. 北京: 北京林业大学,

2006 YANG Chao. Study on Distribution of Monitoring Spots for Forestry Fire Protection on Beijing Xishan Forestry Farm[D]. Beijing: Beijing Forestry University, 2006. (in Chinese) [5] 国家林业局. 2010年中国林业发展报告[EB/OL]. (2011-03-01)[2012-06-10]. http://www.forestry.gov.cn/portal/main/s/62/ content-464039.html State forestry administration. China Forestry Development Report 2010[EB/OL]. (2011-03-01)[2012-06-10]. http://www.forestry. gov.cn/portal/main/s/62/content-464039.html. (in Chinese) [6] Vickery P J, Wadhera D, Powell M D. A hurricane boundary layer and wind field model for use in engineering pplications [J]. Journal of Applied Meteorology and Climatology, 2009, 48(2): 381-405. [7] 莫庸.台湾9.21大地震多层框架结构震害特点和经验[C]//甘肃省土木建筑学会五十周年学术会议.兰州:中国建筑学会,2003,227-235. MO Yong. Taiwan9.21 earthquake damage features and experience of multi-story frame structure[C]// Fifty Anniversary Conference for Institute of architecture and civil engineering in Gansu Province. Lanzhou: Architectural Society of China, 2003:27-235.(in Chinese)