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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 黃世建(Hwang, Shyh Jiann) | |
| dc.contributor.author | Lim Erwin | en |
| dc.contributor.author | 林孝勇 | zh_TW |
| dc.date.accessioned | 2021-05-20T20:07:58Z | - |
| dc.date.available | 2009-08-06 | |
| dc.date.available | 2021-05-20T20:07:58Z | - |
| dc.date.copyright | 2009-08-06 | |
| dc.date.issued | 2009 | |
| dc.date.submitted | 2009-08-05 | |
| dc.identifier.citation | 1. Abrams, D. P., “Scale Relations for Reinforced Concrete Beam-Column Joints,” ACI Structural Journal, V. 84, No. 6, November-December 1987, pp. 502-512.
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K., “Earthquake Resistance of Reinforced Concrete Interior Connections Including a Floor Slab,” ACI Structural Journal, V. 84, No. 5, September-October 1987, pp. 400-406. 12. Ehsani, M. R., and Wight, J. K., “Exterior Reinforced Concrete Beam-to-Column Connections subjected to Earthquake-Type Loading,” ACI Structural Journal, V. 82, No. 5, July-August 1985, pp. 492-499. 13. Ehsani, M. R., Moussa, A. E., and Vallenilla, C. R., “Comparison of Inelastic Behavior of Reinforced Ordinary and High Strength Concrete Frames,” ACI Structural Journal, V. 84, No. 2, March-April 1987, pp. 161-169. 14. Fenwick, R. C., and Irvine, H. M., “Reinforced Concrete Beam-Column Joints for Seismic Loading,” School of Engineering Report No. 142, Department of Civil Engineering, University of Auckland, Auckland, New Zealand, March 1977, 50 pp. 15. Foster, S. J., Gilbert, R. I., “The Design of Nonflexural Members with Normal and High-Strength Concretes,“ ACI Structural Journal, V. 93, No. 1, January-February 1996, pp. 3-10. 16. Fujii, S., and Morita, S., “Comparison between Interior and Exterior RC Beam-Column Joint Behavior,” Design of Beam-Column Joints for Seismic Resistance, SP-123, Jirsa, J. O., ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 145-165. 17. Goto, Y., Joh, O., and Shibata, T., “Influence of Transverse Reinforcement in Beam Ends and Joints on the Behavior of R/C Beam-Column Subassemblages,” Proceedings of Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, 1988, pp.IV-585 - IV-590. 18. Goto, Y., and Joh, O., “Experimental Study on Shear Resistance of RC Interior Eccentric Beam-Column Joints,” Proceedings of the Ninth East Asia-Pacific Conference on Structural Engineering and Construction, Bali, Indonesia, 2003, pp. 170-176. 19. Goto, Y., and Joh, O., “Shear Resistance of RC Interior Eccentric Beam-Column Joints,” Proceedings of the 13th World Conference on Earthquake Engineering, Paper No. 649, Vancouver, British Columbia, Canada, 2004, 13 pp. 20. Hanson, N. W., “Seismic Resistance of Concrete Frames with Grade 60 Reinforcement,” Journal of Structural Division, Proceedings of the American Society of Civil Engineers, June 1971, pp. 1685-1700. 21. Hsu, T. T. C., “Toward a Unified Nomenclature for Reinforced Concrete Theory,” Journal of Structural Engineering, ASCE, V. 122, No. 3, March 1996, pp. 275-283. 22. 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, V. 96, No. 5, September-October 1999, pp. 846-858. 23. Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, V. 97, No. 1, January-February 2000, pp. 35-44. 24. 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. 25. Hwang, S. J., Lee, H. J., Liao, T. F., Wang, K. C., and Tsai, H. H., “Role of Hoops on Shear Strength of Reinforced Concrete Beam-Column Joints,” ACI Structural Journal, V. 102, No. 3, May-June 2005, pp. 445-453. 26. Joh, O., Goto, Y., and Shibata, T., “Behavior of Reinforced Beam-Column Joints with Eccentricity,” Design of Beam-Column Joints for Seismic Resistance, SP-123, Jirsa, J. O., ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 317-357. 27. Joint ACI-ASCE Committee 352, “Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures (ACI-352R-02),” American Concrete Institute, Farmington Hills, Mich., 2002, 37 pp. 28. Kanada, K., Kondo, G., Fujii, S., and Morita, S., “Relation Between Beam Bar Anchorage and Shear Resistance at Exterior Beam-Column Joints,” Transactions of The Japan Concrete Institute, V. 6, 1984, pp. 433-440. 29. Kim, J., and LaFave, J. M., “Key Influence Parameters for the Joint Shear Behavior of Reinforced Concrete (RC) beam-column connections,” Engineering Structures 29, 2007, pp. 2523-2539. 30. Kusuhara, T, Takimoto, H., and Tanaka, S., “Mechanical Behavior of Reinforced Concrete Beam-Column Assemblages with Eccentricity,” Proceedings of the 13th World Conference on Earthquake Engineering, Paper No. 4, Vancouver, British Columbia, Canada, 2004, 10 pp. 31. LaFave, J. M., Bonacci, J. F., Burak, B., and Shin, M., “Eccentric Beam-Column Connections,” Concrete International, V. 27, No. 9, September 2005, pp. 58-62. 32. Lee, H. J., and Ko, J. W., “Eccentric Reinforced Concrete Beam-Column Connections Subjected to Cyclic Loading in Principal Directions,” ACI Structural Journal, V. 104, No. 103, No. 4, July-August 2007, pp. 459-467. 33. Leon, R. T., “Shear Strength and Hysteretic Behavior of Interior Beam-Column Joints,“ ACI Structural Journal, V. 87, No. 1, January-February 1990, pp. 3-11. 34. Meinheit, D. F., and Jirsa, J. O., “The Shear Strength of Reinforced Concrete Beam-Column Joints,” CESRL Report No. 77-1, Department of Civil Engineering, University of Texas at Austin, January 1977, 271 pp. 35. New Zealand Standards, “Concrete Structures Standard, Part 2-Commentary on The Design of Concrete Structures,” NZS 3101: Part 2: 1995, 264 pp. 36. Otani, S., “The Architectural Institute of Japan (AIJ) Proposal of Ultimate Strength Design Requirements for RC Buildings with Emphasis on Beam-Column Joints”, Design of Beam-Column Joints for Seismic Resistance, SP-123, Jirsa, J. O., ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 125-144. 37. Park, R., Gaerty, L., and Stevenson, E. C., “Tests on an Interior Reinforced Concrete Beam-Column Joint,” Bulletin of the New Zealand National Society for Earthquake Engineering, V. 14, No. 2, June 1981, pp. 81-92. 38. Park, R., and Milburn, J. R., “Comparison of Recent New Zealand and United States Seismic Design Provisions for Reinforced Concrete Beam-Column Joints and Tests Results from Four Units Designed According to the New Zealand Code,” Bulletin of the New Zealand National Society for Earthquake Engineering, V. 16, No. 1, March 1983, pp. 3-24. 39. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons, 1992, 744 pp. 40. Paulay, T., and Scarpas, A., “ Behavior of Exterior Beam-Column Joints,” Bulletin of the New Zealand National Society for Earthquake Engineering, V.14, No. 3, Sept. 1981, pp. 131-144. 41. Rabbat, B. G., Daniel, J. I., Weinmann, T. L., and Hanson, N. W., “Seismic Behavior of Lightweight Concrete Column,“ Report to National Science Foundation, Washington D. C., Grant No. PFR-7902611, September 1982, 249 pp. 42. Raffaelle, G. S., and Wight, J. K., “Reinforced Concrete Eccentric Beam-Column Connections Subjected to Earthquake-Type Loading,” ACI Structural Journal, V. 92, No. 1, January-February 1995, pp. 45-55. 43. Shin, M., and LaFave, J. M., “Seismic Performance of Reinforced Concrete Eccentric Beam-Column Connections with Floor Slabs,” ACI Structural Journal, V. 101, No. 3, May-June 2004, pp. 403-412. 44. Teng, S., and Zhou, H., “Eccentric Reinforced Concrete Beam-Column Joints Subjected to Cyclic Loading,” ACI Structural Journal, V. 100, No. 2, March-April 2003, pp. 139-148. 45. Viwathanatepa, S., Popov, E. P., and Bertero, V. V., “ Seismic Behavior of R/C Interior Beam-Column Subassemblages,” Earthquake Engineering Research Center, Report No. UCB/EERC-79/14, University of California, Berkeley, 1979, 184 pp. 46. Yamaguchi, I., Sugano, S., Higashibata, Y., Nagashima, T., Kishida, T., “Seismic Behavior of Reinforced Concrete Exterior Beam-Column Joints Which Used Special Anchorage,” Taneka Technical Reseacrh Report, No. 25, April, 1981, pp. 23-30. 47. Zhang, L. X. B., and Hsu, T. T. C., “Behavior and Analysis of 100 MPa Concrete Membrane Elements,” Journal of Structural Engineering, ASCE, V. 119, No. 12, December 1993, pp. 3590-3610. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/9060 | - |
| dc.description.abstract | Several studies showed that the eccentricity between beam and column connections has a detrimental effect on the joint shear strength. With regard to this issue, current ACI 318-08 code restricts the average shear stress on a horizontal plane within the joint, which equals to the effective joint width times column depth. The formula of effective joint width given in ACI 318-08 may be too conservative for eccentric beam-column joints.
This thesis suggests a more rational formula of effective joint width associated with the softened strut-and-tie (SST) model for eccentric beam-column joints. Using the proposed effective joint width, the shear strength predictions of SST model agreed well with the results of 18 eccentric joint specimens failed in shear. Several available definitions of effective joint width are also used together with proposed effective joint width to estimate joint shear strength using the average joint shear stress limits given in ACI 318-08 design equation. This combination was successfully verified with available 126 beam-column joints with or without eccentricity in literature. Analysis shows that proposed effective joint width can well predict joint shear strength of eccentrically connected beam-column joints and preserves the accuracy of current adopted effective joint width in ACI 318-08. Furthermore, some sensitivity analysis are performed to justify several assumptions. | en |
| dc.description.provenance | Made available in DSpace on 2021-05-20T20:07:58Z (GMT). No. of bitstreams: 1 ntu-98-R96521249-1.pdf: 1309579 bytes, checksum: 9034e4da2fa2091db2ad2c440363014e (MD5) Previous issue date: 2009 | en |
| dc.description.tableofcontents | CONTENTS
ABSTRACT………………………………………………………………..i ACKNOWLEDGMENT …………………………………………………...iii LIST OF TABLES ……………………………………………………vii LIST OF FIGURES …………………………………………………...ix CHAPTER I INTRODUCTION 1.1Background ………………………………………………........1 1.2Research Objectives………………………………………......3 1.3Organization of Thesis …………………………………......3 CHAPTER II LITERATURE REVIEW 2.1 Joint Shear Strength per ACI 352R-02 ................6 2.2 Joint Shear Strength per ACI 318-08 ………….........8 2.3 Effective Joint Width per AIJ Guideline 1999 ………..8 2.4 Effective Joint Width per New Zealand Standard ………9 2.5 Effective Joint Width as Proposed by LaFave et al……10 2.6 Softened Strut-and- Tie Model …………………………….10 CHAPTER III BEAM-COLUMN JOINT DATABASE 3.1 Column ……………………………………………………….....15 3.2 Main Beam ……………………………………................17 3.3 Joints ………………………………………………….........19 3.4 Transverse Beam ………………………....................20 3.5 Slab………………………………………………………........22 3.6 Load-Deflection Backbone Curve ……...................23 3.7 Database Characteristics ……………….................23 CHAPTER IV SOFTENED STRUT-AND-TIE MODEL FOR ECCENTRIC JOINTS 4.1 Derivation of Effective Joint Width and Strut Depth …27 4.2 Test Verification For Eccentric Joints Using Softened Strut-and-Tie Model …....................................29 CHAPTER V DESIGN IMPLEMENTATIONS 5.1 Simplification of Proposed Effective Joint Width ……34 5.2 Test Verification For Concentric Exterior Joints ……34 5.3 Test Verification For Concentric Interior Joints ……37 5.4 Test Verification For Eccentric Joints …………………38 5.5 Sensitivity Analysis …………………………………………39 CHAPTER VI CONCLUSIONS 43 NOTATIONS 46 REFERENCES 49 TABLES 58 FIGURES 73 APPENDIX A : DATABASE STORAGE FOR BEAM-COLUMN JOINTS APPENDIX B : EXAMPLE ON DETAILED CALCULATION USING SST MODEL APPENDIX C : STRENGTH RATIO FOR EXTERIOR JOINTS CALCULATED USING | |
| dc.language.iso | en | |
| dc.title | 偏心梁柱接頭之剪力強度預測 | zh_TW |
| dc.title | Shear Strength Prediction of Eccentric Beam-Column Joints Using Softened Strut-and-Tie Model | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 97-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 蔡益超(Tsai, I Chau),宋裕祺(Sung, Yu Chi),李宏仁(Lee, Hung Jen) | |
| dc.subject.keyword | null, | zh_TW |
| dc.subject.keyword | eccentric beam-column joint,effective joint width,shear strength,softened strut-and-tie, | en |
| dc.relation.page | 95 | |
| dc.rights.note | 同意授權(全球公開) | |
| dc.date.accepted | 2009-08-05 | |
| 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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