指導教授：黃世建臺灣大學：土木工程學研究所阮光德Nguyen, Duc. Q.Duc. Q.Nguyen2014-11-252018-07-092014-11-252018-07-092014http://ntur.lib.ntu.edu.tw//handle/246246/260772The reinforced concrete slender walls are frequently used in moderate-to-high rise buildings to resist the lateral loads induced by earthquakes and to limit the building lateral drift by their lateral strength and stiffness. Current seismic design of reinforced concrete structures in the U.S. follows the provisions of Chapter 21 of the American Concrete Institute (ACI 318-11) building code requirements (ACI 318-11, 2011). The technology of seismic retrofitting using of slender walls had already developed in NCREE handbook. In the study, a simplified analytical method to estimate force-displacement response of a structural wall, utilizing the moment-curvature relationship, was proposed and validated by the experimental results from literatures. In addition, tests of shear wall are compared with the analyses of the strength of walls. Based on the obtained base shear – top displacement curve and failure mechanism, this study proposes some recommendations for design and analysis of slender walls.ACKNOWLEDMENT iii LIST OF TABLES vii LIST OF FIGURES viii CHAPTER I INTRODUCTION 1 1.1 Background 1 1.2 Research Objectives 3 1.3 Thesis Organization 3 CHAPTER II LITERATURE REVIEW 5 2.1 ACI 318-11 seismic design provisions for RC structural walls 5 2.2 Simplified Procedure of Softened Strut-and-Tie Model. 9 2.3 ASCE 41 Provisions for Reinforced Concrete Shear Walls. 12 2.4 Moment-Curvature Relationship. 14 2.5 Constitutive Relationship of Concrete. 15 CHAPTER III SIMULATION OF ANALYTICAL MODELS 20 3.1 Shear strength. 20 3.2 Simplified Method for Estimating Strength and Lateral Deformations. 26 3.3 Previous experimental on reinforced concrete (RC) structural walls. 30 3.4 Summary of Experimental Wall Tests. 35 CHAPTER IV RESULTS COMPARISON 36 4.1 Shear strength. 37 4.2 Displacements. 38 CHAPTER V CONCLUSIONS 41 REFERENCES 42 APPENDIX A ILLUSTRATIVE EXAMPLE OF SINGLE-CURVATURE WALL2960454 bytesapplication/pdf論文使用權限：不同意授權高樓建築側向強度勁度側力位移曲線thesishttp://ntur.lib.ntu.edu.tw/bitstream/246246/260772/1/ntu-103-R99521720-1.pdf