本研究乃對於冷軋型鋼材所組裝而成的框架試體，配合不同厚度之矽酸鈣板外覆材來進行實驗比較，對於牆試體在單向剪力作用下之行為進行研究，同時針對牆試體的破壞情形、極限強度、勁度、能量吸收、延性比及勁度衰減等探討分析。除此之外，對於純框架試體與具外覆材牆試體上所黏貼的應變片進行應力分析亦為本研究重點之一，故本研究中有選擇數組牆試體及框架試體進行牆體單向或三向的應變片黏貼，以觀察並求得各黏貼位置上之最大主應力、最小主應力及主應力角之變化。
由實驗結果得知，外覆材的使用明顯增加純框架試體上的極限強度，且不同厚度的外覆材比較下，極限強度、能量吸收、勁度衰減等也有明顯的變化。對於結構物中主要耐震牆體合乎本實驗配置者，建議設計延性比可使用2.53。從實驗觀察及應力分析中發現，外覆材在橫向位移不大時以整體構面方式進行抵抗剪力的變形，但當橫向位移大到螺絲產生變形與錯動時，則轉為各單片外覆材的變形情況以進行抗剪力之行為。

This research is concentrated on the structural strengths and behaviors of cold-formed steel wall frames with or without sheathing material under monotonic shear loading condition. Three different thicknesses of calcium silicate board were used to be the sheathing material for the wall frames. The ultimate strength, stiffness, energy absorption, ductility ratio, and stiffness degradation were studied for each test specimen. In addition, two types of strain gages, one way and three ways, mounted on the specimen were used to study the stress distribution of specimen during the test. The maximum and minimum principal stresses of test specimens were also obtained based on the readings of strain gages.

It was observed that the ultimate strength of the wall frame with calcium silicate board is much greater than the strength of the wall frames without sheathing material under the monotonic shear loading condition. And the ultimate strength of wall frame with calcium silicate board increases with increasing the thickness of board. It was also found that the sheathings of wall performed as an entire unit to against the shear force when the horizontal displacement of wall is small. However, when the movement was large and induced the deformation or rupture of the screws, the calcium silicate boards behalf like individual to resist to horizontal forces. In final, it is suggested that the design ductility of the cold-formed steel wall framing system similar to the wall configuration conducted in this study can be assumed to be 2.53.

第一章 緒論 1
1.1 前言 1
1.2 研究動機與目的 2
1.3 研究內容 2
1.4 論文架構 3

第二章 文獻回顧 5

第三章 相關參數之說明 10
3.1 建築物主要的側向力 11
3.1.1 風力 11
3.1.2 地震力 12
3.2 牆體的破壞 13
3.3 勁度 14
3.4 能量吸收 18
3.5 延性比(Ductility Ratio ) 19
3.6 勁度衰減 27
3.7 基本應力及應變分析 28

第四章 實驗說明與配置 32
4.1 前置作業 32
4.1.1 試體規格 32
4.1.2 試體編號定義 38
4.1.3 材料性質 45
4.2 試體組裝與實驗配置 55
4.2.1 試體組裝 55
4.2.2 實驗配置與架設 57
4.3 實驗圖形呈現 66
4.3.1 力與位移圖 66
4.3.2 整體破壞情況 71

第五章 實驗結果與分析 72
5.1 實驗結果 72
5.1.1 試體的破壞情形 72
5.1.2 力與位移圖 86
5.1.3 極限剪力強度及其位移 90
5.2 實驗分析 91
5.2.1 勁度 92
5.2.2 能量吸收 96
5.2.3 延性比 105
5.2.4 勁度衰減 111
5.3 應力分佈情況 113
5.3.1 純框架試體 114
5.3.2 具外覆材牆體 121

第六章 結論與建議 134
6.1 結論與建議 134
6.2 後續發展與研究 138

參考文獻 140

附錄A 144

1. 潘吉齡、洪百耀、單明陽、董皇志，「冷軋型鋼構造施工規範之研擬」，內政部建築研究所，中華民國九十三年十二月。
2. 營建雜誌社，「建築物耐震設計規範及解說」，內政部營建署，中華民國八十八年十二月二十九日。
3. 蔡益超、陳瑞華、項維邦，「建築物風力規範條文、解說及示範例之研究」，內政部建築研究所專題研究計劃成果報告，中華民國八十五年六月。
4. CNS 中國國家標準，總號6183，「一般結構用輕型鋼」，民國八十四年二月十六日修定。
5. CNS 中國國家標準，總號13777，「纖維強化水泥板」，民國九十年十二月三日修定。
6. American Iron and steel Institute (AISI), “1996 Edition of the Specification for the Design of Cold-Formed Steel Structural Members,” Washington, DC, 1996.
7. Ludovic A. Fulop and Dan Dubina, “Seismic Performance of Wall-Stud Shear Walls,” Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Orlando, Florida USA, pp.17-18, 2002.
8. Ludovic A. Fulop and Dan Dubina, “Performance of Wall-Stud Cold-Formed Shear Panels Under Montonic and Cyclic Loading,” Thin-Walled Structures, 42 , pp.339-349, 2002.
9. Y. Zhao and C.A. Rogers, “Preliminary R-Values for Seismic Design of Steel Stud Shear Wall,” Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Orlando, Florida USA, pp.17-18, 2002.
10. E.F Gad, C.F. Duffield, G.L. Hutchinson, D.S. Mansell and G. Stark, “Lateral Performance of Cold-Formed Steel-Framed Domestic Structures,” Engineering Structures, 21, pp.83-95, 1999.
11. Jeffrey W. Berman, “Cyclic Testing of Light-Gauge Steel Plate Shear Walls,” Department of Civil Structural & Environmental Engineering, University Buffalo.
12. Ioi Lam, Henry Qi, Christopher Pitt and Reynaud L. Serrette, “Combined Adhesive-Steel Pin Application for CFS Frame Shear Walls,” Final Report, Department of Civil Engineering, Santa Clara University, U.S.A., 2004.
13.劉大海、楊翠如、鍾鍚根，「高樓結構」，科技圖書，1996。
14.邱益仁，「具矽酸鈣板外覆材之輕鋼構牆軸向承載能力研究」，碩士論文，朝陽科技大學營建工程所，2004。
15. Miller, T. H. and Pekoz, T., “Behavior of Cold-Formed Steel Wall Stud Assemblies,” Journal of Structural Engineering, ASCE, Vol. 120, No. 5, pp.1644-1650, 1993.
16.李景亮、梁英文，「結構耐震設計」，文笙書局，中華民國八十六年七月。
17.岡本舜三原著，「地震工程學」，科技圖書，台北市，中華民國八十四年。
18.毛昭綱，「材料力學」，全華科技，中華民國八十九年三月。
19.蘇金佳，「材料力學」，東華書局，中華民國八十八年十一月。
20.張上治，「工業力學」，科技圖書，中華民國七十三年四月。
21. Yu-Fei Wu, “The Effect of Longitudinal Reinforcement on the Cyclic Shear Behavior of Glass Fiber Reinforced Gypsum Wall Panels: Tests,” Engineering Structures, 26, pp.1633-1646, 2004.
22.哈勒迪(David Halliday)、瑞士克(Robert Resnick)、華克爾(Jearl Walker)著，黃崢瑜等編譯，「物理」，全華科技，中華民國八十八年。
23.葉超雄等著，「耐震建築結構設計」，臺灣營建研究中心，中華民國八十三年。
24. The European Steel Design Education Programme Course，「http://www.kuleuven.ac.be/bwk/materials/Teaching/master/toc.htm」
25. H.-L. Hsu and P.-S. Chi, “Flexural Performance of Symmetrical Cold-Formed Thin-Walled Members under Monotonic and Cyclic Loading,” Thin-Walled Structures, No.41, pp.47–67, 2003.
26. International Code Council., “International building code,” Falls Church, Va. : International Code Council, USA, 2000.
27. American Iron and steel Institute (AISI), “Combined Axial and Bending Load Tests of Fully-Sheathed Cold-Formed Steel Wall Assemblies,” publication RG-9721, Washington, DC, August 1997.
28. American Iron and steel Institute (AISI), “Standard for Cold-Formed Steel Framing General Provisions,” 2001.
29.劉玉纯，「輕型隔間牆承載能力之研究-受軸向均佈應力」，朝陽科技大學，2003。
30.中國礦冶工程學會、中國鋼鐵股份有限公司，「鋼鐵材料設計與應用」， 1996。
31.葉祥海、潘吉齡、李台光、余志鵬、林新華、焦祥梓，「國內冷軋型鋼構造設計規範及解說之研擬」，內政部建築研究所，中華民國八十九年。
32.CNS 中國國家標準，總號2112，「金屬材料拉伸試驗試片」，民國89 年3月20 日修定。
33.聯合福興股份有限公司，「http://www.lhfortune.com.tw/」。