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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 蔡克銓(Keh-Chyuan Tsai) | |
| dc.contributor.author | Manh-Tien Bui | en |
| dc.contributor.author | 裴孟進 | zh_TW |
| dc.date.accessioned | 2021-06-13T00:08:41Z | - |
| dc.date.available | 2011-08-10 | |
| dc.date.copyright | 2011-08-10 | |
| dc.date.issued | 2011 | |
| dc.date.submitted | 2011-08-05 | |
| dc.identifier.citation | [1] Chopra, A.K. and Goel, R.K., (2004) “A modal pushover analysis procedure to estimate seismic demands for un-symmetric-plan buildings”, Earthquake Engineering and Structural Dynamics, 33: 903-927.
[2] Lin, J. L. and Tsai, K. C., 'Simplified seismic analysis of asymmetric building systems', Earthquake Engineering and Structural Dynamics, Vol.36 pp.459-479, 2007. [3] Lin, J.L. and Tsai, K.C., 'Seismic analysis of two-way asymmetric building systems under bi-directional seismic ground motions', Earthquake Engineering and Structural Dynamics, 37: 305-328, 2008. [4] Lin, J. L. and Tsai, K. C., 'Simplified seismic analysis of one-way asymmetric elastic systems with supplemental damping', Earthquake Engineering and Structural Dynamics, Vol.36 pp.783-800, 2007. [5] Lin, J.L. and Tsai, K.C., “Characterization of the supplemental damping properties for non-proportionally damped asymmetric-plan buildings”, Earthquake Engineering and Structural Dynamics [6] Wen-Hsiung Lin and Anil K. Chopra., 'Understanding and predicting effects of supplemental viscous damping on seismic response of asymmetric one-storey systems', Earthquake Engineering and Structural Dynamics, Vol.30 pp.1475-1494, 2001. [7] Goel, R.K., 'Effects of supplemental viscous damping on seismic response of asymmetric-plan systems', Earthquake Engineering and Structural Dynamics, Vol.27 pp.125-141, 1998. [8] Ajeet S. Kokil and Manish Shrikhande., 'Optimal Placement of supplemental Dampers in Seismic Design of Structures', JSEE, Vol. 9, No.3 pp. 125-135, 2007. [9] Diego Lopez Garcia, 'A simple Method for the Design of optimal Damper Configurations in MDOF Structures', Earthquake Engineering and Structural Dynamics, Vol.17 No. 3, 2001. [10] Hejal, R. and Chopra, A.K. (1987). 'Earthquake Response of Torsionally-Couples Building', Technical Report UCB/EERC-87/20, Earthquake Engineering Research Center, University of California, Berkeley. [11] Marko, J., Thambiratnam, D., and Perera, N. (2004). 'Influence of Building Systems on Building Structures Subjected to Seismic Loads', Engineering Structures, 26(13), 1939-1956. [12] Takewaki, I., (1997). 'Optimal damper placement for minimum transfer functions, Earthquake Engineering and Structural Dynamics, Vol.26 No 11 pp.1113-1124. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/28452 | - |
| dc.description.abstract | To characterize the supplemental damping in buildings is essential for practicing engineers to understand the resultant effect of the added damping. It is straightforward to characterize the overall system parameters representing the amount and the plan-wise distribution of the supplemental damping in single-story asymmetrical building. Nevertheless, this becomes a difficult task for multi-story two-way asymmetric-plan buildings. At first, this paper deals with this task. This research proposed a method to characterize the supplemental damping in two-way asymmetric-plan buildings. This thesis shows that we can obtain those properties from the effective one-story building (EOSB). Secondly, an approach for optimizing the placement of linear viscous dampers in two-way asymmetric-plan buildings was proposed by calculating the frequency response functions of the EOSB. This proposed approach was verified by investigating some numerical example buildings. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-13T00:08:41Z (GMT). No. of bitstreams: 1 ntu-100-R98521266-1.pdf: 2310668 bytes, checksum: 3d2ba478f2cf1d19740a0aee29f865f8 (MD5) Previous issue date: 2011 | en |
| dc.description.tableofcontents | ACKNOWLEDGEMENTS i
ABSTRACT ii TABLE OF CONTENTS iii LIST OF FIGURES v LIST OF TABLES ix CHAPTER 1 INTRODUCTION 1 1.1 Literature review 1 1.2 The three-degree-of-freedom modal system 3 CHAPTER 2 CHARACTERIZE THE SUPPLEMENTAL DAMPING IN TWO-WAY ASYMMETRIC-PLAN BUILDINGS 7 2.1 The effective one-story building (EOSB) 8 2.2 Numerical validation 19 CHAPTER 3 OPTIMAL PLACEMENT OF VISCOUS DAMPERS IN TWO-WAY ASYMMETRIC BUILDINGS 29 CHAPTER 4 CONCLUSIONS 87 APPENDIX A 88 A.1. Proof mx1A=1 90 A.2. Manipulations of k11, k22and k33 91 A.3. Manipulations of k12, k13and k23 93 APPENDIX B 95 B.1. Matlab program codes for example 1 chapter 3 95 B.2 Matlab program code to determine the damper locations in example 2 chapter 3 using FREB method 102 REFERENCES 117 | |
| dc.language.iso | en | |
| dc.subject | 黏滯性阻尼器 | zh_TW |
| dc.subject | 以有效單層樓進 | zh_TW |
| dc.subject | Viscous Damper | en |
| dc.subject | Effective One-story Building | en |
| dc.title | 以有效單層樓進行多層樓雙向平面不對稱建築中的黏滯性阻尼器之最佳化配置 | zh_TW |
| dc.title | Optimal Placement of Viscous Dampers in Two-way Asymmetric-Plan Buildings by using the Effective One-story Buildings | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 99-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 周中哲(Chung-Che Chou),林瑞良(Jui-Liang Lin) | |
| dc.subject.keyword | 以有效單層樓進,黏滯性阻尼器, | zh_TW |
| dc.subject.keyword | Effective One-story Building,Viscous Damper, | en |
| dc.relation.page | 117 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2011-08-05 | |
| 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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