[1]
|
D. Pettinga, C. Christopoulos, S. Pampanin and M. J. N. Priestley, “Effectiveness of Simple Approaches in Mitigating Residual Deformations in Buildings,” Earthquake Engineering and Structural Dynamics, Vol. 36, No. 12, 2007, pp. 1763-1783. doi:10.1002/eqe.717
|
[2]
|
K. Kiggins and C. M. Uang, “Reducing Residual Drift of Buckling-Restrained Braced Frames as a Dual System,” Engineering Structures, Vol. 28, No. 11, 2006, pp. 1525- 1532. doi:10.1016/j.engstruct.2005.10.023
|
[3]
|
G. A. MacRae and K. Kawashima, “Post-Earthquake Residual Displacements of Bilinear Oscillators,” Earthquake Engineering and Structural Dynamics, Vol. 26, No. 7, 1997, pp. 701-716.
doi:10.1002/(SICI)1096-9845(199707)26:7<701::AID-EQE671>3.0.CO;2-I
|
[4]
|
C. Christopoulos, A. Filiatrault, C. M. Uang and B. Filz, “Post-Tensioned Energy Dissipating Connections for Moment-Resisting Steel Frames,” Journal of Structural Engineering, Vol. 128, No. 9, 2002, pp. 1111-1120.
doi:10.1061/(ASCE)0733-9445(2002)128:9(1111)
|
[5]
|
J. Iyama, C. Y. Seo, J. M. Ricles and R. Sause, “Self- Centering MRFs with Bottom Flange Friction Devices under Earthquake Loading,” Journal of Constructional Steel Research, Vol. 65, No. 2, 2009, pp. 314-325.
doi:10.1016/j.jcsr.2008.02.018
|
[6]
|
C. C. Chou and Y. J. Lai, “Post-Tensioned Self-Centering Moment Connections with Beam Bottom Flange Dissipaters,” Journal of Constructional Steel Research, Vol. 65, No. 10-11, 2009, pp. 1931-1941.
doi:10.1016/j.jcsr.2009.06.002
|
[7]
|
S. R. Uma, S. Pampanin and C. Christopoulos, “A Probabilistic Framework for Performance-Based Seismic Assessment of Structures Considering Residual Deformations,” Proceedings of the 1st ECEES, Geneva, 3-6 September 2006, 731.
|
[8]
|
J. Ruiz-Garcia and E. Miranda, “Probabilistic Estimation of Residual Drift Demands for Seismic Assessment of Multi-Story Framed Buildings,” Engineering Structures, Vol. 32, No. 1, 2010, pp. 11-20.
doi:10.1016/j.engstruct.2009.08.010
|
[9]
|
J. Ruiz-Garcia and E. Miranda, “Evaluation of Residual Drift Demands in Regular Multi-Story Frames for Performance-Based Seismic Assessment,” Earthquake Engineering and Structural Dynamics, Vol. 35, No. 13, 2006, pp. 1609-1629. doi:10.1002/eqe.593
|
[10]
|
J. Ruiz-Garcia and E. Miranda, “Residual Displacement Ratios for Assessment of Existing Structures,” Earthquake Engineering and Structural Dynamics, Vol. 35, No. 3, 2006, pp. 315-336. doi:10.1002/eqe.523
|
[11]
|
C. Christopoulos, S. Pampanin and M. J. N. Priestley, “Performance-Based Seismic Response of Frame Structures Including Residual Deformations. Part I: Single-Degree of Freedom Systems,” Journal of Earthquake Engineering, Vol. 7, No. 1, 2003, pp. 97-118.
doi:10.1080/13632460309350443
|
[12]
|
C. Christopoulos, S. Pampanin and M. J. N. Priestley, “Performance-Based Seismic Response of Frame Structures Including Residual Deformations. Part II: MultiDegree of Freedom Systems,” Journal of Earthquake Engineering, Vol. 7, No. 1, 2003, pp. 119-147.
doi:10.1080/13632460309350443
|
[13]
|
J. Shen, T. Kitjasateanphun and W. Srivanich, “Seismic Performance of Steel Moment Frames with Reduced Beam Sections,” Engineering Structures, Vol. 22, No. 8. 2000, pp. 968-983. doi:10.1016/S0141-0296(99)00048-6
|
[14]
|
J. Jin and S. El-Tawil, “Seismic Performance of Steel Frames with Reduced Beam Section Connections,” Journal of Constructional Steel Research, Vol. 61, No. 4, 2005, pp. 453-471. doi:10.1016/j.jcsr.2004.10.006
|
[15]
|
K. Kildashti and R. Mirghaderi, “Assessment of Seismic Behavior of SMRFs with RBS Connections by Means of Mixed-Based State-Space Approach,” The Structural Design of Tall and Special Buildings, Vol. 18, No. 5, 2008, pp. 485-505. doi:10.1002/tal.450
|
[16]
|
S. J. Chen, C. H. Yeh and J. M. Chu, “Ductile Steel Beam-to-Column Connections for Seismic Resistance,” Journal of Structural Engineering, Vol. 122, No. 11, 1996, pp. 1292-1299.
doi:10.1061/(ASCE)0733-9445(1996)122:11(1292)
|
[17]
|
A. Plumier, “The Dog-Bone: Back to the Future,” Engineering Journal, Vol. 34, No. 2, 1997, pp. 61-67.
|
[18]
|
M. Bruneau, C. M. Uang and A. Whittaker, “Ductile Design of Steel Structures,” McGraw-Hill, New York, 1998.
|
[19]
|
S. L. Jones, G. T. Fry and M. D. Engelhardt, “Experimental Evaluation of Cyclically Loaded Reduced Beam Section Moment Connections,” Journal of Structural Engineering, Vol. 128, No. 4, 2002, pp. 441-451.
doi:10.1061/(ASCE)0733-9445(2002)128:4(441)
|
[20]
|
ASCE-041, “Seismic Rehabilitation of Existing Buildings,” American Society of Civil Engineers, Reston, 2006.
|
[21]
|
ASCE 7, “Minimum Design Loads for Buildings and Other Structures,” American Society of Civil Engineers, Reston, 2006.
|
[22]
|
V. K. Simeonov, M. V. Sivaselvan and A. M. Reinhorn, “Nonlinear Analysis of Structural Frame Systems by the State Space Approach,” Computer-Aided Civil and Infrastructure Engineering, Vol. 15, No. 2, 2000, pp. 76-89.
doi:10.1111/0885-9507.00174
|
[23]
|
M. V. Sivaselvan and A. M. Reinhorn, “Collapse Analysis: Large Inelastic Deformations Analysis of Planar Frames,” Journal of Structural Engineering, Vol. 128, No. 12, 2002, pp. 1575-1583.
doi:10.1061/(ASCE)0733-9445(2002)128:12(1575)
|
[24]
|
R. Frish-Fay, “Flexible Bars,” Butterworth, London, 1962.
|
[25]
|
S. L. Chan, “Geometric and Material Non-Linear Analysis of Beam-Columns and Frames Using the Minimum Residual Displacement Method,” International Journal for Numerical Methods in Engineering, Vol. 26, No. 12, 1988, pp. 2657-2669. doi:10.1002/nme.1620261206
|
[26]
|
M. A. Crisfield, “A Consistent Co-Rotational Formulation for Nonlinear, Three Dimensional Beam Elements,” Computer Methods in Applied Mechanics and engineering, Vol. 81, No. 2, 1990, pp. 131-150.
doi:10.1016/0045-7825(90)90106-V
|
[27]
|
M. Schulz and F. C. Filippou, “Non-Linear Spatial Timoshenko Beam Element with Curvature Interpolation,” International Journal for Numerical Methods in Engineering, Vol. 50, No. 4, 2001, pp. 761-785.
doi:10.1002/1097-0207(20010210)50:4<761::AID-NME50>3.0.CO;2-2
|