Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys

II COPYRIGHT AND CO-AUTHORSHIP IV DEDICATION VI ACKNOWLODGEMENT VII TABLE OF CONTENTS VIII LIST OF TABLES XII LIST OF FIGURES XIII LIST OF NOTATIONS XVIII CHAPTER

[1]  Richard Sause,et al.  Experimental studies of full-scale posttensioned steel connections , 2005 .

[2]  Papia Sultana,et al.  Seismic performance of steel moment resisting frames utilizing superelastic shape memory alloys , 2016, Journal of Constructional Steel Research.

[3]  Larry Alan Fahnestock,et al.  Evaluation of buckling-restrained braced frame seismic performance considering reserve strength , 2011 .

[4]  Roberto T. Leon,et al.  Experimental results of a NiTi shape memory alloy (SMA)-based recentering beam-column connection , 2011 .

[5]  Oya Mercan,et al.  Seismic evaluation of modular steel buildings , 2016 .

[6]  Ferdinando Auricchio,et al.  A uniaxial model for shape-memory alloys , 1997 .

[7]  R. Mark Lawson,et al.  Application of Modular Construction in High-Rise Buildings , 2012 .

[8]  Satoshi Yamada,et al.  Full scale shaking table collapse experiment on 4-story steel moment frame: Part 2 detail of collapse behavior , 2009 .

[9]  R. M. Lawson,et al.  Modular design for high-rise buildings , 2010 .

[10]  Thomas M. Murray,et al.  Behavior of Extended End-Plate Moment Connections Subject to Cyclic Loading , 2002 .

[11]  Maged A. Youssef,et al.  Seismic Overstrength in Braced Frames of Modular Steel Buildings , 2008 .

[12]  Eric M. Lui,et al.  Seismic analysis and response of multistory semirigid frames , 1999 .

[13]  James M. Ricles,et al.  Seismic Response and Performance of Buckling-Restrained Braced Frames , 2007 .

[14]  Behrouz Asgarian,et al.  Evaluation of Seismic Performance of Moment Resisting Frames considering Vertical Component of Ground Motion , 2012 .

[15]  Reginald DesRoches,et al.  Structural Engineering with NiTi . II: Mechanical Behavior and Scaling , 2007 .

[16]  Seung-Eock Kim,et al.  Shaking Table Tests of Two-Story Unbraced Steel Frame , 2005 .

[17]  GROUND MOTION CHARACTERISTIC EFFECTS ON MULTISTOREY STEEL FRAME RESPONSE , 1999 .

[18]  Devrim Özhendekci,et al.  Seismic performance of steel special moment resisting frames with different span arrangements , 2012 .

[19]  Roberto T. Leon,et al.  Analysis of mid-rise steel frame damaged in Northridge earthquake , 1998 .

[20]  Maged A. Youssef,et al.  Predicting local seismic damage of RC framed buildings considering the horizontal seismic component , 2013 .

[21]  James A. Swanson,et al.  BOLTED STEEL CONNECTIONS: TESTS ON T-STUB COMPONENTS , 2000 .

[22]  Reginald DesRoches,et al.  Seismic Performance Assessment of Steel Frames with Shape Memory Alloy Connections. Part I — Analysis and Seismic Demands , 2010 .

[23]  Maged A. Youssef,et al.  Experimental evaluation of the seismic performance of modular steel-braced frames , 2009 .

[24]  Hongwei Ma,et al.  Experimental Study on a Beam-to-Column Connection Using Shape Memory Alloy , 2011 .

[25]  김동욱.  Smart Connection Systems : Design and Seismic Analysis , 2016 .

[26]  Barbara Pfeffer,et al.  Seismic Design Of Reinforced Concrete And Masonry Buildings , 2016 .

[27]  Richard Sause,et al.  Posttensioned Seismic-Resistant Connections for Steel Frames , 2001 .

[28]  Andre Filiatrault,et al.  Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .