1 |
Hu JW. Seismic Performance Evaluations and Analyses for Composite Moment Frames with Smart SMA PR-CFT connections. Ph.D. Dissertation, Georgia Institute of Technology Atlanta, GA, USA. 2008.
|
2 |
Amadeo Benavent Climent. A brace-type seismic damper based on yielding the walls of hollow structural sections. Engineering Structures. 2010;32(4):1113-1122.
DOI
|
3 |
Jong WH. Seismic analysis and parametric study of SDOF leadrubber bearing (LRB) isolation systems with recentering shape memory alloy (SMA) bending bars. Journal of Mechanical Science and Technology. 2016;30(7):2987-2999.
DOI
|
4 |
Jong WH. Investigation on the Cyclic Response of Superelastic Shape Memory Alloy (SMA) Slit Damper Devices Simulated by Quasi-Static Finite Element (FE) Analyses. Materials. 2014;7: 1122-1141.
DOI
|
5 |
EY Panah. Earthquake Response of Steel Building with Viscous Brace Damper. International Conference on Constructing Building Technology. ICCBT2008. Kuala Lumpur. Malaysia. c2008.
|
6 |
American Society of Civil Engineers (ASCE). Minimum Design loads for buildings and other structures (ASCE/SEI No. 7-05). Reston. VA., USA. c2005.
|
7 |
American Institute of Steel Construction (AISC). Manual of steel construction: Load and Resistance Factor Design (LRFD). 3rd edition. Chicago, IL. USA. c2001.
|
8 |
FEMA-355C. State of the art report on systems performance of steel moment frames subjected to earthquake ground shaking. FEMA 355C/ September 2000. Washington (DC): Building Seismic Safety Council. c2000.
|
9 |
Hu JW, Leon RT. Analyses and evaluations for composite-moment frames with SMA PR-CFT columns. Nonlinear Dynamics (DOI 10.1007/s11071-010-9903-3). c2010.
DOI
|
10 |
Park TH. Damage Evaluation of Composite-special Moment Frames with Concrete-filled Tube Columns Under Strong Seismic Loads. KSCE Journal of Civil Engineering. 2011;15(8):1381-1394.
DOI
|
11 |
Somerville PG, Smith N, Punyamurthula S, Sun J. Development of ground motion time histories for phase 2 of the FEMA/SAC steel project. SAC background document. No. SAC/BD 97/04. c1997.
|
12 |
ASTM. Standard Practice for Determining Load Resistance of Glass in Buildings(ASTM E-1300). American National Standard Institute. c2012.
|
13 |
Anil k. Chopra. Dynamics of Structures. Prentice-Hall. Inc. 187-548. c1995.
|
14 |
IBC. International Building Code. ICC., Inc. c2003.
|