1 |
Architectural Institute of Korea (2009), Korean Building Code and Commentary, Ministry of Land, Transport and Maritime Affairs (in Korean).
|
2 |
Baek, E. L., Kim, J. H., Lee, S. H., Oh, S. H. (2014), Nonlinear Analysis Model Considering Failure Mode of Unreinforced Masonry Wall, Journal of the Korea Institute for Structural Maintenance and Inspection, 18(4), 33-40 (in Korean).
DOI
|
3 |
Federal Emergency Management Agency (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Washington, D.C..
|
4 |
Federal Emergency Management Agency (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, American Society of Civil Engineers(ASCE).
|
5 |
Heo, J. S., Lee, S. H. (2009), Analytical Study on the Seismic Capccity for Existing Masonry Building in Korea, Journal of The Korea Institute for Structural Maintenance and Inspection, 13(6), 75-87 (in Korean).
|
6 |
Lee, Y. J., Lee, J. H., Oh, S. H., Lee, S. H. (2011), Shaking Table Test of a 2-Story Masonry Building for Evaluation the Seismic Performance, Proceedings of Korean Society of Hazard Mitigation, Asan 2, 46-46 (in Korean).
|
7 |
Li, K. (2009), CANNY Manual.
|
8 |
National Disaster Management Institute (2008), Development of the Seismic Fragility Function for Unreinforced Masonry Buildings, National Disaster Management Institute, Seoul (in Korean).
|
9 |
National Disaster Management Institute (2009), Study on Seismic Retrofitting Techniques for Unreinforced Masonry Buildings, National Disaster Management Institute, Seoul (in Korean).
|
10 |
Yi, W. H., Lee, J. H., Oh, S. H., Yang, W. J., Kang, D. E. (2005), A Study on Evaluation of Shear Capacity of Unreinforced Masonry Wall, Journal of the Architectural institute of Korea Structure & Construction, 21(10), 3-10(in Korean).
|