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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 蔡克銓(Keh-Chyuan Tsai) | |
| dc.contributor.author | Ching-Yi Tsai | en |
| dc.contributor.author | 蔡青宜 | zh_TW |
| dc.date.accessioned | 2021-06-15T16:13:19Z | - |
| dc.date.available | 2016-08-25 | |
| dc.date.copyright | 2015-08-25 | |
| dc.date.issued | 2015 | |
| dc.date.submitted | 2015-08-18 | |
| dc.identifier.citation | 1. ABAQUS (2013), ABAQUS version 6.13 documentation, Simulia 2013.
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(2008) “Capacity design of vertical boundary elements in steel plate shear walls,” Engineering Journal, 45(1):57–71. 9. Canadian Standards Association (CSA) (2001), Limit states design of steel structures, CAN/CSA S16-01, Willowdale, Ontario, Canada. 10. Chao, S.H., Goel, S. C., and Lee, S.S. (2007) “A seismic design lateral force distribution based on inelastic state of structures,” Earthquake Spectra, 23(3):547–569. 11. Choi, I. R., and Park, H. G. (2010). “Cyclic Loading Test for Reinforced Concrete Frame with Thin Steel Infill Plate.” Journal of structural engineering, 137(6):654-664. 12. Chou, C.C., Chen, J.-H., Chen, Y.C., and Tsai, K.C. (2006) “Evaluating performance of posttensioned steel connections with strands and reduced flange plates,” Earthquake Engineering and Structural Dynamics, 35:1167-1185. 13. Christopoulos, C., Filiatrault, A., Uang, C.M., and Folz, B. (2002), “Posttensioned energy dissipating connections for moment resisting steel frames,” Journal of Structural Engineering, 128(9):1111–1120. 14. Clayton, P.M., (2010), “Self-centering steel plate shear walls: development of design procedure and evaluation of seismic performance,” Master’s thesis, Civil and Environmental Engineering Dept., University of Washington, Seattle, WA, USA. 15. Clayton, P.M., (2013), “Self-centering steel plate shear walls: Subassembly and full-scale testing,” PhD dissertation, Civil and Environmental Engineering Dept., University of Washington, Seattle, WA, USA. 16. Clayton, P.M., Berman, J.W., and Lowes, L.N. (2012a), “Seismic design and performance of self-centering steel plate shear walls,” Journal of Structural Engineering, 138:22–30. 17. Clayton, P.M., Winkely, T.B., Berman, J.W., and Lowes, L.N. (2012b), “Experimental investigation of self-centering steel plate shear walls,” Journal of Structural Engineering, 138:952–960. 18. Clayton, P.M., Dowden, D.M., Li, C.H., Berman, J.W., Bruneau, M., Tsai, K.C., and Lowes, L.N. (2013), “Pseudo-dynamic testing of self-centering steel plate shear walls,” Proceedings, 5th International Conference on Advances in Experimental Structural Engineering, Taipei, Taiwan, November 8-9. 19. Clayton, P.M., Tsai, C.Y., Berman, J.W., and Lowes, L.N. (2015), “Comparison of web plate numerical models for self-centering steel plate shear walls,” Earthquake Engineering and Structural Dynamics. DOI: 10.1002/eqe.2578. 20. Dowden, D.M., Clayton, P.M., Li, C.H., Berman, J.W., Bruneau, M., Tsai, K.C. (2014), “Full-scale pseudo-dynamic testing of self-centering steel plate shear walls,” Journal of Structural Engineering. (Submitted). 21. Dowden, D.M., Purba, R., Bruneau, M. (2012), “Behavior of self-centering steel plate shear walls and design considerations,” Journal of Structural Engineering, 138:11–21. 22. Driver, R.G., Kulak, G.L., Kennedy, D.J.L., and Elwi, A.E., (1998), “Cyclic Test of Four-Story Steel Plate Shear Wall,” Journal of Structural Engineering, ASCE, 124(2):112-120. 23. FEMA (2000a), “Recommended seismic design criteria for new steel moment-frame buildings,” Technical Report 350, SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C., USA. 24. FEMA, (2000b), “State of the art report on systems performance of steel moment frames subject to earthquake ground shaking,” Technical Report 355c, Helmut Krawinkler, Team Leader, SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C., USA. 25. Garlock, M.M. (2002) “Full-scale testing, seismic analysis, and design of post-tensioned seismic resistant connections for steel frames,” Ph.D. dissertation, Civil and Environmental Engineering Dept., Lehigh University, Bethlehem, PA, USA. 26. Garlock, M.M. and Li, J. (2007), “Steel self-centering moment frames with collector beam floor diaphragms,” Journal of Constructional Steel Research, 64:526–538. 27. Garlock, M.M., Ricles, J.M., Sause, R. (2001), “Posttensioned seismic-resistant connections for steel frames,” Journal of Structural Engineering, 127(2):438–448. 28. Garlock, M.M., Ricles, J.M., Sause, R. (2005), “Experimental studies of full-scale posttensioned steel connections,” Journal of Structural Engineering, 131(3):438–448. 29. Garlock, M.M., Sause, R., and Ricles, J.M. (2007), “Behavior and design of posttensioned steel frame systems,” J. Struct. Eng., 133 (3), 389–399. 30. Gupta, A., and Krawinkler, H. (1999) “Seismic demands for performance evaluation of steel moment resisting frame structures,” Tech. Rep. 132, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA. 31. Hung, W.J. (2015), “Seismic Design and Tests of a full-scale 2-story RC Frame with Infilled Steel Plate Shear Wall,” Master’s thesis, Department of Civil Engineering, National Taiwan University, Taipei, Taiwan. (in Chinese) 32. Kim, H.J. and Christopoulos, C. (2009), “Seismic design procedure and seismic response of post-tensioned self-centering steel frames,” Earthquake Eng. Struct. Dyn, 38 (3), 355–376. 33. Li, C.H., Tsai, K.C., Lin, C.H., and Chen, P.C. (2010) “Cyclic tests of four two-story narrow steel plate shear walls. Part 2: Experimental results and design implications,” Earthquake Engineering and Structural Dynamics, 39:801-826. 34. Lin, C.H., Tsai, K.C., Qu, B. and Bruneau, M. (2010) “Sub-structural pseudo-dynamic performance of two full-scale two-story steel plate shear walls,” Journal of Constructional Steel Research, 66:1467-1482. 35. Lin, B.Z., Chuang, M.C. and Tsai, K.C. (2009), “Object-oriented Development and Application of a Nonlinear Structural Analysis Framework”, Advances in Engineering Software, 40:66-82. 36. Lee, W.C. (2015), “Seismic Design and Response Analysis of RC Frames with Infilled Steel Plate Shear Wall,” Master’s thesis, Department of Civil Engineering, National Taiwan University, Taipei, Taiwan. (in Chinese) 37. Lubell, A.S., Prion, H., Ventura, C.E., and Rezai, M. (2000), “Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading,” Journal of Structural Engineering, ASCE, 126(4):453-460. 38. Mazzoni, S., McKenna, F., Scott, M, Fenves, G. (2009), Open System For Earthquake Engineering Simulation User Command-Language Manual - Opensees Version 2.0, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA. 39. Pan, P. and Qu, Z. (2012), PQ-Fiber User Manual V2.0, Research Inst. of Structural Eng., Tsinghua University, Beijing, China (in Chinese) 40. Purba, R. and Bruneau, M. (2009) “Finite-element investigation and design recommendations for perforated steel plate shear walls,” Journal of Structural Engineering, 135(11):1367–1376. 41. Qu, B., and Bruneau, M. (2009), “Design of steel plate shear walls considering boundary frame moment resisting action,” Journal of Structural Engineering, 135(12):1511–1521. 42. Qu, B., Bruneau, M., Lin, C.H., and Tsai, K.C. (2008), “Testing of Full Scale Two-Story Steel Plate Shear Wall with Reduced Beam Sections Connections and Composite Floors,” Journal of Structural Engineering, ASCE, 134(3): 364-373. 43. Sabelli, R., Bruneau, M. (2007), Design Guide 20: Steel Plate Shear Walls, American Institute of Steel Construction, Chicago, IL, USA. 44. Shen, J., Astaneh-Asl, A. (2000), “Hysteresis model of bolted-angle connections,” Journal of Constructional Steel Research, 54:317–343 45. Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997), “Development of ground motion time histories for phase 2 of the FEMA/SAC steel project,” Tech. Rep. SAC/BD-97/04, SAC Background Document. 46. Thorburn, L.J., Kulak, G.L., Montgomery, C.J. (1983), “Analysis of steel plate shear walls,” Structual Engineering Report 107, Dept. of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada. 47. Timler, P.A., Kulak, G.L. (1983), “Experimental study of steel plate shear walls,” Structual Engineering Report 114, Dept. of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada. 48. Tsai, K.C., Li, C.H., Lin, C.H., Tsai, C.Y. and Yu, Y.J. (2010) “Cyclic tests of four two-story narrow steel plate shear walls. Part 1: Analytical studies and specimen design,” Earthquake Engineering and Structural Dynamics, 39:775-799. 49. Vian, D., Bruneau, M., Tsai, K. C. and Lin, Y.C. (2009), “Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation,” Journal of Structural Engineering, 135(3):211-220. 50. Webster, D.J. (2013), The behavior of un-stiffened steel plate shear wall web plates and their impact on the vertical boundary elements, PhD. dissertation, Civil and Environmental Engineering Dept., University of Washington, Seattle, WA, USA. 51. Webster, D.J, Berman, J.W., Lowes, L.N., (2014) “Experimental investigation of SPSW web plate stress field development and vertical boundary element demand,” Journal of Structural Engineering, 140(6):04014011. 52. Xue, M. and Lu, L. W. (1994) “Interaction of infilled steel shear wall panels with surrounding frame members,” Proceedings of the Structural Stability Research Council Annual Technical Session, Bethlehem, PA, pp.339-354. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/52381 | - |
| dc.description.abstract | 近年來研究證實鋼板剪力牆構架具有極佳的抗震能力，薄鋼板受剪時雖在承壓方向會挫屈，但在受拉方向能發展出的拉力場進行遲滯消能，少量鋼板即可提供結構顯著的強度、勁度與消能能力，為一種極具經濟價值的結構系統。一般耐震結構系統在設計地震力作用下，為了消散地震能量，需藉由結構主受力桿件產生非線性變形以提供結構消能能力，但對於結構體本身易造成永久變形。為了減少地震作用後結構之殘餘變形，可搭配自復位結構系統，利用梁柱接合處或不同構件之界面處開合行為，結合消能元件以提供結構之能量消散，例如後拉式預力鋼鍵可提供前述界面開合之彈性恢復力，將結構回復至原位，幾乎無殘留變形。
本研究主要著重在以鋼板剪力牆作為主要抗側力系統，並結合自復位型結構進行耐震設計、分析與討論。首先透過在國家地震工程研究中心進行既有自復位鋼板剪力牆的試驗資料，建立並驗證ABAQUS有限元素分析模型，由於此試體之設計原則在最大考量地震下仍保持彈性，因此使用較保守而不經濟的大尺寸柱構件。為了進一步研究適當之構件尺寸設計，本研究透過已驗證之ABAQUS分析模擬技術為基準，作為OpenSees簡化模型的參考依據，建立自復位鋼板剪力牆系統耐震設計流程。最後針對三層樓設計例，使用OpenSees模型進行三等級危害度共60組地震歷時分析，再透過統計方法找出四個地震歷時反應參數平均值，其中在最大考量地震下適當設計三層樓設計例之最大層間位移角平均值為0.028弧度，最大頂層殘餘變形為0.0009弧度。 此外，為了推廣鋼板剪力牆在國內之應用，本研究亦針對含鋼板剪力牆之鋼筋混凝土結構建立ABAQUS有限元素分析模擬技術，使用梁柱元素模擬鋼筋混土構架與殼元素模擬鋼板剪力牆，並與實尺寸兩層含開孔型鋼板剪力牆鋼筋混凝土構架試驗進行驗證。 | zh_TW |
| dc.description.abstract | The Self-centering Steel Plate Shear Wall (SC-SPSW) lateral load resisting system has been developed to provide enhanced seismic performance, including system re-centering in design-level earthquakes. SC-SPSWs utilize post-tensioned (PT) beam-to-column connections to provide frame re-centering under an earthquake excitation. The research aims to develop new, high-performance steel plate shear wall systems and fill the critical knowledge gaps in the understanding steel plate shear wall behavior. The main objective of this research is to advance the technology of utilizing steel plate shear walls (SPSWs) combined with self-centering system on the seismic performance improvement of buildings.
The first task of this study is to construct and validate a finite element shell model of SC-SPSW. This paper presents the numerical models using ABAQUS and compare the analytical results with the full-scale SC-SPSW specimen which was tested in NCREE. The column sizes of this specimen was large and overly conservative because it was designed with no boundary frame yielding occurred under the maximum considered earthquake. In this study, these design criteria are modified from 4% or 5% to 3% target drift ratios for the boundary frame. The OpenSees models were constructed, analyzed and validated with the ABAQUS analytical results. The OpenSees nonlinear response history analysis results of the prototype SC-SPSWs show that the proposed design procedure is capable of achieving the intended performance objectives at the median level. Under the maximum considered earthquakes, the medians of the maximum inter-story and roof residual drift ratios are 2.8% ratio and 0.087%, respectively. The second task of this study is to develop and validate the ABAQUS model using shell elements for SPSW and beam-column line elements for a full-scale reinforced concrete frame (SPSW-RCF) specimen tested in NCREE. The PQ-Fiber materials introduced into the SPSW-RCF model with the line element for RC boundary frame have a very good agreement with the test results. It is confirmed that using the line elements for the RC frame instead of using solid elements is an effective and practical approach. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-15T16:13:19Z (GMT). No. of bitstreams: 1 ntu-104-D98521004-1.pdf: 83202629 bytes, checksum: b74db081219e0ba077b0a7eee704d5e5 (MD5) Previous issue date: 2015 | en |
| dc.description.tableofcontents | 口試委員會審定書 I
Acknowledgements II 摘要 IV Abstract V Table of Contents VI List of Tables IX List of Figures XI Chapter 1. Introduction 1 1.1 General 1 1.2 Objectives 2 1.3 Dissertation Organization 4 Chapter 2. Background and Literature Review 5 2.1 General 5 2.2 Steel plate shear wall (SPSW) frames 5 2.2.1 Thorburn et al. (1983) 6 2.2.2 Caccese et al. (1993) 6 2.2.3 Xue and Lu (1994) 7 2.2.4 Qu et al. (2008) and Vian et al. (2009) 8 2.2.5 Lin et al. (2010) 9 2.2.6 Li et al. (2010) 9 2.3 Steel Post-tensioned connections 10 2.3.1 Garlock (2002) 10 2.3.2 Christopoulos et al.(2002) 10 2.3.3 Chou et al.(2006) 11 2.4 Self-centering steel plate shear wall (SC-SPSW) frames 11 2.4.1 SPSW Behavior 12 2.4.2 PT Connection Behavior 12 2.4.3 SC-SPSW Behavior 13 2.5 Steel plate shear wall in reinforced concrete frame (SPSW-RCF) 14 2.5.1 Choi and Park (2010) 14 2.5.2 Hung (2015) and Lee (2015) 14 Chapter 3. Performance-Based Seismic Design of SC-SPSW 15 3.1 General 15 3.2 Seismic Hazard Levels 15 3.3 Performance Objectives 16 3.4 Design Parameters 17 3.4.1 Web plate thickness 17 3.4.2 Initial PT force and PT cross-sectional area 18 3.4.3 Boundary element strengths 20 3.5 Design Procedures 20 3.6 Summary 21 Chapter 4. Numerical Modeling of SC-SPSW 22 4.1 General 22 4.2 Full-scale two-story SC-SPSW Tests 23 4.3 ABAQUS model 24 4.3.1 Web plate shell element model 25 4.3.2 PT connection modeling (truss and connector elements) 26 4.3.3 Boundary element modeling (line and shell elements) 27 4.3.4 Boundary Conditions and Material models 28 4.4 OpenSees model 30 4.4.1 Tension-only and Tension-compression web plate strip model 30 4.4.2 PT connection and Boundary frame modeling 32 4.5 Comparison with full-scale experimental results 32 4.6 Numerical models with reduced columns 36 4.7 Summary of numerical models and recommendations 38 Chapter 5. Seismic Performance of SC-SPSW Buildings 39 5.1 General 39 5.2 Prototype buildings 40 5.2.1 Building and site information 41 5.2.2 SC-SPSW design results 41 5.3 LA ground motions 43 5.4 Description of OpenSees model 44 5.5 Nonlinear history response results 47 5.5.1 Maximum and residual drifts 50 5.5.2 Boundary element demands 50 5.6 Summary of numerical study 51 Chapter 6. Numerical Modeling of SPSW-RCF 52 6.1 General 52 6.2 Description of SPSW-RCF specimen 52 6.3 ABAQUS model with user defined subroutine materials 55 6.4 Comparisons with full-scale experimental results 56 Chapter 7. Summary and Conclusions 58 7.1 Summary 58 7.2 Conclusions 58 7.3 Recommendations 60 References 61 | |
| dc.language.iso | en | |
| dc.subject | 後拉式預力 | zh_TW |
| dc.subject | 鋼板剪力牆 | zh_TW |
| dc.subject | 殘餘變形 | zh_TW |
| dc.subject | 自復位系統 | zh_TW |
| dc.subject | 非線性分析 | zh_TW |
| dc.subject | 耐震設計 | zh_TW |
| dc.subject | nonlinear response history analysis | en |
| dc.subject | residual deformation | en |
| dc.subject | steel plate shear wall | en |
| dc.subject | post-tensioned | en |
| dc.subject | seismic design | en |
| dc.subject | self-centering system | en |
| dc.title | 鋼板剪力牆構架耐震性能與數值模型研究 | zh_TW |
| dc.title | A Study of Seismic Performance and Numerical Modeling for Steel Plate Shear Wall Frames | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 103-2 | |
| dc.description.degree | 博士 | |
| dc.contributor.oralexamcommittee | 羅俊雄(Chin-Hsiung Loh),黃世建(Shyh-Jiann Hwang),周中哲(Chung-Che Chou),陳誠直(Cheng-Chih Chen) | |
| dc.subject.keyword | 自復位系統,殘餘變形,鋼板剪力牆,後拉式預力,耐震設計,非線性分析, | zh_TW |
| dc.subject.keyword | self-centering system,residual deformation,steel plate shear wall,post-tensioned,seismic design,nonlinear response history analysis, | en |
| dc.relation.page | 220 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2015-08-18 | |
| 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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