會中文文格式样本,文标题标楷体14点置中

研讨会中文论文格式样本,论文标题标楷体14点置中

Chinese Paper Template for the 11th National Conference on Structural Engineering, Times New Roman Bold 14 pt, Centered

王XX 1 陈XX2 张XX2

1国立暨南国际大学土木工程学系教授

2国立暨南国际大学土木工程学系研究生

国科会计画编号:NSC-xx-xxxx-x-xxx-xxx

Special Session整合型计画名称:xxxxxxxxxxx (如无免填)

摘 要

本文说明即将在2016年9月5-7日於台中市长荣桂冠酒店中华民国第十一届结构工程研讨会暨第一届地震工程研讨会imes New Roman 12pt),长度以一页为限.若仍有空间可在空一行後,开始输入本文,若空间不足,则本文由第二页开始编辑内文,格式说明於本文件第二页及第三页.全文总长以不超过十页且PDF档案大小以不超过2MB为原则,投稿时请将论文全文之PDF档上传大会conf.ncree..tw/Login.aspxn等于I100100511,档名为论文编号.

关键字: 格式,说明,样本

Abstract

This document describes the format requirements for papers in the The Eleventh National Conference on Structural Engineering (11th NCSE)/ The First National Conference on Earthquake Engineering (1st NCEE) to be held in Evergreen Laurel Hotel (Taichung), September 5-7, 2016. The format of paper tiles is shown above and followed by the author's names and author's affiliations. The first page should include all above titles, names, affiliations, and abstracts in Chinese and English (Times New Roman, 12 pt.). With one clear line, the main text of paper could just follow the abstract. If possible, the main text of paper should be edited in the second page and later. The format requirements for main text of paper are presented in the second and third page of this document. Notably, Maximum paper length (includes all figures, tables and appendices) is ten pages while the maximum size of the PDF file is 2MB. PDF file of your paper should be submitted to conf.ncree..tw/Login.aspxn等于I100100511, with a file name of paper number.

Keywords: format, guideline, template

一,前言(大标题置左,12点粗体,标楷体或Times New Roman 12 pt)

论文内文格式为11点标准字体,中文字型标楷体,英文字型Times New Roman,段落第一列缩排2个中文字,段落左右对齐,与前後段落均不留空行.论文版面以A4直式为原则,上方边界3.5cm,左右及下方边界2.5cm(内文第一行缩排,左右对齐,11点标准,标楷体或Times New Roman 11pt).

论文建议包含:前言,论文内容,结论,志谢,符号说明,参考文献,图表整理,後四项可在必要时加入.图表配合正文放在文内适当位置,或放於正文最後皆可.

二,论文格式要求

论文内容可以再细分小节并依序编号,如下所示,小节标题格式与大标题一致,均为置左排列,12点粗体,标楷体或Times New Roman 12pt,但与前段距离0.5列,与後段距离0列.

2.1 方程式格式

内文之方程式原则上置中排列,与前段距离0.5列,与後段距离0.5列,方程式编号置左,可利用定位点设定如下式所示:

(1)

式中等.所有符号须於符号第一次出现时加以定义定义必须附有编号及标题或简短说明标题标题标题长荣桂冠酒店(台中参考文献须按其在文中出现之随文注於方括弧内,并依序列於文末.文中引用提及作者时请用全名未直接引用之文献不得出现.参考文献格式期刊上传至大会 conf.ncree..tw/Login.aspxn等于I100100511

四,参考文献

蔡克铨林育详林敏郎中空双钢管混凝土柱与基础接合之试验行为中国土木水利工程学刊第16卷第2期Hwang, S.J., and Lee, H.J., "Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model," Journal of Structural Engineering, ASCE, Vol. 128, No. 12, pp. 1519-1526 (2002).

蔡万来,921集集大地震建筑物破坏分析与对策,詹式书局,台北,第150-189页(2000).

Paulay, T., and Priestley, M.J.N., Seiic Design of Reinforced Concrete and Masonry Buildings, John Wiley &, Sons, New York, pp. 68-79 (1992).

方一匡,张简建良,林廷骏,「自充填混凝土梁在弯矩,剪力及扭矩组合载重之承力行为」,高性能混凝土在结构工程应用之研讨会论文集,台南,第 211-246页(2005).

Sakashita, M., Kono, S., Tanaka, H., and Watanabe, F., "Lateral Force Resistance Mechani of a Multi-Story Shear Wall and Peripheral Members," Proceedings of The 7th Japan-Taiwan-Korea Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS 2005), Seoul, Korea, pp. 11-20 (2005).

萧文昌,「材料强度对低型剪力墙动态行为之影响」,硕士论文,国立成功大学土木工程研究所,台南(1993).

Thompson, M.K., "The Anchorage Behior of Headed Reinforced in CCT Nodes and Lap Splices," PhD Dissertation, Department of Civil, Architectural and Environmental Engineering, University of Texas, Austin, Texas (2002).

许茂雄,廖文义,杜怡萱,许士昱,「三分之一缩尺二层楼RC校舍模型振动台试验」,国家地震工程研究中心研究报告,编号NCREE-02-001,台北(2002).

Naito, C., Moehle, J., and Mosalam, K., "Experimental and Computational Evaluation of Reinforced Concrete Bridge Beam-Column Connections for Seiic Performance," PEER 2001/08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, California (2001).

中华民国第十一届结构工程研讨会暨第一届地震工程研讨会

4

中华民国第十一届结构工程研讨会暨第一届地震工程研讨会The Eleventh National Conference on Structural Engineering

/The First National Conference on Earthquake Engineering

Taichung, Taiwan, 5-7 September, 2016

Paper No. 001

1