| 姓名 |
李柏彥(Bo-Yan Lee) |
電子郵件信箱 |
E-mail 資料不公開 |
| 畢業系所 |
營建工程系碩士班(Department
and Graduate Institute of Constrction Engineering) |
| 畢業學位 |
碩士(Master) |
畢業時期 |
94學年第2學期 |
| 論文名稱(中) |
鋼骨鋼筋混凝土結構極限載重分析 |
| 論文名稱(英) |
Limit Load Analysis
of Steel Reinforced Concrete Structure |
| 檔案 |
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|
論文使用權限 |
校內外都兩年後公開 |
| 論文語文/頁數 |
中文/159 |
| 摘要(中) |
首先參考國內鋼骨鋼筋混凝土規範、相關教材書籍與國內鋼骨鋼筋混凝土構件相關實驗。將實驗之SRC構件轉換為等效鋼骨構件。並輸入SAP2000結構分析程式進行分析。探討轉換過後之等效鋼骨構件經過SAP2000分析所得之初始勁度與極限承載力與實驗結果之關係。將轉換之等效斷面理論應用至分析朝陽科技大學新理工大樓，利用SAP2000之側推分析以探討朝陽科技大學新理工大樓之破壞模式與其所能承受之地震力。為了探討SRC結構物之承載力的貢獻，將SRC柱構件轉換為等效鋼骨柱構件延伸至二樓與三樓。最後比較由規範所計算而得之最小地震力、921地震加速度所產生之地震推力與SAP2000所分析而得之基底剪力三者之間的關係以探討朝陽科技大學新理工大樓是否可以抵抗類似921地震般威力的侵襲。 |
| 摘要(英) |
First, this study
refers the national code of the Republic of China, textbook and domestic
experiment about steel structure reinforced concrete (SRC). The SRC
component of experimentation was transformed to the equivalent steel
component. The equivalent steel component was input to SAP2000 structure
analyzing program. Then, this project confer the relationship of the
initial stiffness and limit load of equivalent steel component analyzed
by SAP2000 and tested by experiment. The transferred equivalent
cross-section theory was applied to New Engineering Building at Chaoyang
University of Technology. The pushover analyzing method of SAP2000 was
used to study the failure mode and the earthquake bearing ability. In
order to know the contribution of SRC structure, the original steel
columns was replaced by SRC columns in the second floor and the third
floor. Finally, this study compares the minimum earthquake force
according to the code and the 921 earthquake force. Earthquake thrust in
921 earthquake and the base force analyzed by SAP2000 were used to
realize that whether New Engineering Building can resist the similar
earthquake attack or not. |
| 關鍵字(中) |
非線性
塑性分析
鋼骨鋼筋混凝土 |
關鍵字(英) |
Steel Reinforced Concrete
Nonlinear
Plastic Analysis |
| 指導教授 |
金文森
|