Induction-heat treated steel braces with intentional eccentricity

[1]  Konstantinos A. Skalomenos,et al.  Seismic Capacity Quantification of Gusset-Plate Connections to Fracture for Ductility-Based Design , 2018, Journal of Structural Engineering.

[2]  Konstantinos A. Skalomenos,et al.  Use of induction-heating in steel structures: Material properties and novel brace design , 2018, Journal of Constructional Steel Research.

[3]  Hongbo Liu,et al.  Effects of strength-weakening oriented heat treatment on structural steel and its application on steel plate shear walls , 2017 .

[4]  Masayoshi Nakashima,et al.  Development of a Steel Brace with Intentional Eccentricity and Experimental Validation , 2017 .

[5]  Masahiro Kurata,et al.  Gusset Plate Connections for Naturally Buckling Braces , 2017 .

[6]  O. Şeker,et al.  Developing an all-steel buckling controlled brace , 2017 .

[7]  Machel L. Morrison,et al.  Innovative Seismic Performance Enhancement Techniques for Steel Building Moment Resisting Connections , 2015 .

[8]  Masayoshi Nakashima,et al.  Bolted beam-to-column connections for built-up columns constructed of H-SA700 steel , 2014 .

[9]  Pascal Maussion,et al.  Induction Heating Technology and Its Applications: Past Developments, Current Technology, and Future Challenges , 2014, IEEE Transactions on Industrial Electronics.

[10]  Stephen A. Mahin,et al.  Steel concentrically braced frames using tubular structural sections as bracing members: Design, full-scale testing and numerical simulation , 2014, International Journal of Steel Structures.

[11]  Keh-Chyuan Tsai,et al.  Seismic Design and Hybrid Tests of a Full-Scale Three-Story Concentrically Braced Frame using In-Plane Buckling Braces , 2013 .

[12]  Constantin Christopoulos,et al.  Cast Steel Yielding Brace System for Concentrically Braced Frames: Concept Development and Experimental Validations , 2012 .

[13]  Ching-Chang Chang,et al.  Experimental study of low yield point steel gusset plate connections , 2012 .

[14]  Bin Wu,et al.  A novel type of angle steel buckling‐restrained brace: Cyclic behavior and failure mechanism , 2011 .

[15]  D. Coupard,et al.  Simulation of multiaxial fatigue strength of steel component treated by surface induction hardening and comparison with experimental results , 2011 .

[16]  Masayoshi Nakashima,et al.  Effect of gravity columns on mitigation of drift concentration for braced frames , 2009 .

[17]  Eleir Mundim Bortoleto,et al.  Numerical Simulation of Residual Stresses in Quenched Steel Bodies Using Subroutines to Represent TTT and CCT Diagrams , 2008 .

[18]  Murat Dicleli,et al.  Physical Theory Hysteretic Model for Steel Braces , 2008 .

[19]  Richard E. Haimbaugh.  Practical Induction Heat Treating , 2001 .

[20]  Donatello Cardone,et al.  Implementation and testing of passive control devices based on shape memory alloys , 2000 .

[21]  Yuhshi Fukumoto,et al.  New constructional steels and structural stability , 1996 .

[22]  Srinivasan Chandrasekar,et al.  Finite-element simulation of induction heat treatment , 1992 .

[23]  Andrew S. Whittaker,et al.  Seismic Testing of Steel Plate Energy Dissipation Devices , 1991 .

[24]  M. Nakashima,et al.  Development and Testing of Naturally Buckling Steel Braces , 2016 .

[25]  Robert Tremblay,et al.  Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation , 2008 .

[26]  Ioannis Vayas,et al.  Innovative Dissipative (INERD) Pin Connections for Seismic Resistant Braced Frames , 2005 .

[27]  T. W. Duerig,et al.  Wide Hysteresis Shape Memory Alloys , 1990 .