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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 黃世建 | |
| dc.contributor.author | Yi-Ching Lin | en |
| dc.contributor.author | 林宜靜 | zh_TW |
| dc.date.accessioned | 2021-06-16T23:26:22Z | - |
| dc.date.available | 2012-08-17 | |
| dc.date.copyright | 2012-08-17 | |
| dc.date.issued | 2012 | |
| dc.date.submitted | 2012-07-31 | |
| dc.identifier.citation | [1] Tassios, T. P. Moretti, M., and Bezas, A., “On the Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls,” ACI Structural Journal, Vol. 93, No. 6, Nov.-Dec. 1996, pp. 711-720.
[2] Galano, L., and Vignoli, A., “Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts,” ACI Structural Journal, Vol. 97, No. 6, Nov.-Dec. 2000, pp. 876-885. [3] 王亭惟，「鋼筋混凝土剪力連接梁耐震鋼筋配置之探討」，碩士論文，國立台灣大學土木工程系，台北，民國100年。 [4] ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary (ACI 318R-11), ” American Concrete Institute, Farmington Hills, 2011. [5] Jang, S. K., and Hong, S. G., “The Shear Strength of RC Coupling Beams with Plastic Hinges Using Strut-and-Tie Model,” 13th World Conference on Earthquake Engineering, Paper No. 1480. [6] 李宏仁、黃世建，「鋼筋混凝土結構不連續區域之剪力強度評估-軟化壓拉桿模型簡算法之實例應用」，結構工程，第十七卷，第四期，第53-70頁，2002。 [7] Ritter, W., “The Hennebique Design Method (Die Bauweise Hennebique),” Schweizerische Bauzeitung, Vol. 33, No. 7, February 1899, pp. 59-61. [8] Morsch, E., Concrete-Steel Construction, Translation of the 3rd German Edition by E. P. Goodrich, McGraw-Hill Book Co., New York, 1909, 368 pp. [9] ASCE-ACI Committee 426, “Shear Strength of Reinforced Concrete Members,” (ACI 426R-74)(Reapproved 1980), Chapters 1 to 4, Proceeding, ASCE, Vol. 99, No. ST6, June 1973, pp. 1148-1157. [10] Schlaich, J., Schafer, K., and Jennewein, M., “Toward a Consistent Design of Reinforced Concrete Structures,” PCI Journal, Vol. 32, No. 3, May-June 1987, pp. 74-150. [11] Vecchio, F. J., and Collins, M. P., “The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear.” ACI Structural Journal, Vol. 83, No. 2, 1986, pp. 219-231. [12] Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Exterior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 96, No. 5, September-October 1999, pp. 846-857. [13] Hwang, S. J., and Lee, H. J., “Analysis Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 97, No. 1, January-February 2000, pp. 35-44. [14] 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, December 2002, pp. 1519-1526. [15] Hwang, S. J., Lu, W. Y., and Lee, H. J., “Shear Strength Prediction for Deep Beams,” ACI Structural Journal, Vol. 97, No. 3, May-June 2000, pp. 367-376. [16] Hwang, S. J., Fang, W. H., Lee, H. J., and Yu, H. W., “Analytical Model for Predicting Shear Strengths of Squat Walls ”Journal of Structural Engineering, ASCE, Vol. 127, No. 1, January 2001, pp. 43-50. [17] Zhang L. X. B., and Hsu, T. T. C., “Behavior and Analysis of 100MPa Concrete Membrane Elements,” Journal of Structural Engineering, ASCE, Vol. 124, No.821, 1998, pp. 24-34. [18] 李宏仁，「鋼筋混凝土耐震樑柱接頭剪力強度之研究」，博士論文，國立台科技灣大學營建工程系，台北，民國89年。 [19] Paulay, T., and Binney, J. R., “Diagonally Reinforced Coupling Beams of Shear Walls,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, Mich., 1974, pp. 579-598. [20] Wallace, J. W., “Reinforced Concrete Link Beams: Alternative Details for Improved Construction,” Structural & Geotechnical Engineering Laboratory, Vol. 16, No. 5, 2007, pp. 615-632. [21] 鄭志宏，「鋼筋混凝土剪力連接梁反覆載重測試之研究」，碩士論文，國立台灣大學土木工程系，台北，民國99年。 [22] XTRACT, “Cross Sectional X sTRuctural Analysis of ComponenTs”,Version 3.0.1, 2004. [23] 郭武威，「在地震力作用下非韌性鋼筋混凝土構架倒塌行為研究」，博士論文，國立台灣科技大學營建工程系，台北，542頁，民國97年。 [24] Foster, S. J., and Gilbert, R. I., “The design of nonflexural members with normal and high-strength concrete,” ASCE Structural Journal, Vol. 93, No. 1, 1996, pp. 3-10. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/65130 | - |
| dc.description.abstract | 台灣位處於環太平洋地震帶上，鋼筋混凝土建築物耐震能力為不可缺少之考量，其中又以剪力牆系統被廣泛使用於耐震設計中。由於建築使用需求，常對剪力牆開孔，而造成剪力牆抵抗側力之能力下降，但若於剪力牆系統中配置鋼筋混凝土剪力連接梁便能補足整體剪力牆系統之韌性行為。然而，現今並未能完全了解剪力連接梁之行為及其鋼筋配置細節原理。因此本研究旨在探討剪力連接梁之剪力強度及其變形之關係。
本研究先蒐集國內外鋼筋混凝土剪力連接梁試體之測試數據，採用ACI 318-11規範及壓拉桿模型之剪力預測強度與試體之撓曲預測強度，並將剪力衰減列入考量，而利用剪力強度衰減模型預測破壞模式、剪力強度與試體位移等諸多參數。 | zh_TW |
| dc.description.abstract | Reinforced concrete buildings in seismic zones have been limited to low-rise or medium-rise buildings worldwide because of a lack of structural safety against earthquake. A high-rise reinforced concrete building can be built with the aids of the structural walls which provide lateral resistance efficiently. Architectural considerations usually result in window and door openings in structural walls, which divided a single wall into more slender walls connected by short beams, referred to as coupling beams. However, the behavior of coupling beams is still uncertain. Therefor the research focuses on the relationship between shear strength and deformation of coupling beams.
This research collected available test data first and used the ACI 318-11 code and the Strut-and-Tie model to predict shear strength. Shear degradation was also taken into consideration. The failure model、shear strength and deformation capacity of coupling beams can be predicted using proposed shear degradation model. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-16T23:26:22Z (GMT). No. of bitstreams: 1 ntu-101-R99521215-1.pdf: 6199343 bytes, checksum: 047f2a711680d6ccea2efa4404845f1c (MD5) Previous issue date: 2012 | en |
| dc.description.tableofcontents | 致謝 i
中文摘要 ii ABSTRACT iii CONTENTS iv LIST OF FIGURES vi LIST OF TABLES xi 第一章 緒論 1 1.1 研究背景與目的 1 1.2 研究方法與目的 2 第二章 文獻回顧 7 2.1 現行ACI 318-11規範之回顧 7 2.2 混凝土結構之壓拉桿模型 8 2.3 壓拉桿模型之應用 9 2.4 軟化壓拉桿模型之應用 13 第三章 實驗數據資料庫之建立與比較方法 26 3.1 實驗數據資料庫之建立 26 3.1.1 Paualy與Binney [19]測試 26 3.1.2 Tassios et al. [1]測試 26 3.1.3 Galano與 Vignoli [2]測試 27 3.1.4 Wallace [20]測試 27 3.1.5 鄭志宏[21]測試 28 3.1.6 王亭惟[3]測試 28 3.2 數據比較之方法 28 第四章 ACI 318-11規範方法之比較 49 4.1 剪力強度之計算 49 4.2 剪力破壞之預測結果比較 50 4.3 撓剪破壞之預測結果比較 50 4.4 撓曲破壞之預測結果比較 51 4.5 討論 52 第五章 壓拉桿模型之比較 70 5.1 剪力強度之計算 70 5.2 剪力破壞之預測結果 70 5.3 撓剪破壞之預測結果 71 5.4 撓曲破壞之預測結果 72 5.5 討論 72 第六章 軟化壓拉桿模型方法之比較 92 6.1 剪力強度之計算 92 6.2 剪力破壞之預測結果 94 6.3 撓剪破壞之預測結果 95 6.4 撓曲破壞之預測結果 95 6.5 討論 96 第七章 結論與建議 115 7.1 前言 115 7.2 結論與建議 115 7.3 未來展望 115 REFERENCE 116 | |
| dc.language.iso | zh-TW | |
| dc.title | 鋼筋混凝土剪力牆連接梁之剪力強度預測行為研究 | zh_TW |
| dc.title | Analytical Study of Shear Strength Behavior of Reinforced Concrete Coupling Beams | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 100-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 廖文正,歐昱辰 | |
| dc.subject.keyword | 鋼筋混凝土剪力連接梁,破壞模式,剪力強度,位移,壓拉桿模型, | zh_TW |
| dc.subject.keyword | reinforced concrete coupling beams,failure mode,shear strength,deformation capacity,strut and tie model, | en |
| dc.relation.page | 118 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2012-07-31 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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