1 |
ASCE/SEI (2010) Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineering.
|
2 |
Carr, A.J. (2009) Ruaumoko Manual. User Manual for the 2-Dimensional Version : Ruaumoko 2D Vol.2, University of Canterbury, New Zealand.
|
3 |
Chopra, A.K. (2012) Dynamics of Structures: Theory and Applications to Earthquake Engineering, 4th Edition, Prentice Hall, Englewood Cliffs, New Jersey, USA.
|
4 |
FEMA (2003) HAZUS-MH MR4 Technical Manual, Multi-hazard Loss Estimation Methodology Earthquake Model, Federal Emergency Management Agency, Washington, D.C., p.712.
|
5 |
FEMA (2000) Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356, Federal Emergency Management Agency, Washington, D.C., p.518.
|
6 |
FEMA (2009) Quantification of Building Seismic Performance Factors:ATC-63 Project Report, FEMA P695, Federal Emergency Management Agency, Washington, D.C., p.421.
|
7 |
Kircher, C.A., Nassar, A.A., Kustu, O. (1997) Development of Building Damage Functions for Earthquake Loss Estimation, Earthquake Spectra, 13(4), pp.663-682.
DOI
ScienceOn
|
8 |
Park, J.N., Choi, E.S. (2007) Fragility Analysis for Evaluation and Comparison of Seismic Performance of Building Structures, J. Earthquake Eng Soc. Korea, 11(3), pp.11-21.
과학기술학회마을
DOI
|
9 |
Vamvatsikos, D., Cornell, C.A. (2002) Incremental Dynamic Analysis, Earthquake Eng.& Struct. Dyn., 31(3), pp.491-514.
DOI
ScienceOn
|
10 |
Ramirez, O. M., Constantinou, M.C., Kircher, C.A., Whittaker, A.S., Johnson, M.W., Gomez, J.D., Chrysostomou, C.Z. (2000) Development and Evaluation of Simplified Procedures for Analysis and Design of Buildings with Passive Energy Dissipation Systems, Report No. MCEER 00-0010, Revision 1, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, N.Y., USA.
|