1 "State of the art report on systems performance of steel moment frames subjected to earthquake ground shaking" Building Seismic Safety Council 2000
2 ASTM, "Standard Practice for Determining Load Resistance of Glass in Buildings(ASTM E-1300)"
3 Jong Wan Hu, "Seismic analysis and parametric study of SDOF lead-rubber bearing (LRB) isolation systems with recentering shape memory alloy (SMA) bending bars" 대한기계학회 30 (30): 2987-2999, 2016
4 Hu JW, "Seismic Performance Evaluations and Analyses for Composite Moment Frames with Smart SMA PR-CFT connections" Georgia Institute of Technology Atlanta 2008
5 American Society of Civil Engineers, "Minimum Design loads for buildings and other structures (ASCE/SEI No. 7-05)"
6 American Institute of Steel Construction, "Manual of steel construction: Load and Resistance Factor Design (LRFD). 3rd edition"
7 Jong WH, "Investigation on the Cyclic Response of Superelastic Shape Memory Alloy (SMA) Slit Damper Devices Simulated by Quasi-Static Finite Element (FE) Analyses" 7 : 1122-1141, 2014
8 IBC, "International Building Code"
9 EY Panah, "Earthquake Response of Steel Building with Viscous Brace Damper" 2008
10 Anil k. Chopra, "Dynamics of Structures" Prentice-Hall. Inc 187-548, 1995
1 "State of the art report on systems performance of steel moment frames subjected to earthquake ground shaking" Building Seismic Safety Council 2000
2 ASTM, "Standard Practice for Determining Load Resistance of Glass in Buildings(ASTM E-1300)"
3 Jong Wan Hu, "Seismic analysis and parametric study of SDOF lead-rubber bearing (LRB) isolation systems with recentering shape memory alloy (SMA) bending bars" 대한기계학회 30 (30): 2987-2999, 2016
4 Hu JW, "Seismic Performance Evaluations and Analyses for Composite Moment Frames with Smart SMA PR-CFT connections" Georgia Institute of Technology Atlanta 2008
5 American Society of Civil Engineers, "Minimum Design loads for buildings and other structures (ASCE/SEI No. 7-05)"
6 American Institute of Steel Construction, "Manual of steel construction: Load and Resistance Factor Design (LRFD). 3rd edition"
7 Jong WH, "Investigation on the Cyclic Response of Superelastic Shape Memory Alloy (SMA) Slit Damper Devices Simulated by Quasi-Static Finite Element (FE) Analyses" 7 : 1122-1141, 2014
8 IBC, "International Building Code"
9 EY Panah, "Earthquake Response of Steel Building with Viscous Brace Damper" 2008
10 Anil k. Chopra, "Dynamics of Structures" Prentice-Hall. Inc 187-548, 1995
11 Somerville PG, "Development of ground motion time histories for phase 2 of the FEMA/SAC steel project" 1997
12 박대효, "Damage Evaluation of Composite-special Moment Frames with Concrete-filled Tube Columns under Strong Seismic Loads" 대한토목학회 15 (15): 1381-1394, 2011
13 Jong Wan Hu, "Analyses and evaluations for composite-moment frames with SMA PR-CFT connections" Springer Nature 65 (65): 433-455, 2011
14 Amadeo Benavent Climent, "A brace-type seismic damper based on yielding the walls of hollow structural sections" 32 (32): 1113-1122, 2010