1 |
HAZUS-MH 2.1. (2010). Technical Manual Washington. Washington, DC: Federal Emergency Management Agency.
|
2 |
Kang, J., Yoon, H., Kim, W., Kodur, V., Shin, Y., & Kim, H. (2016). Effect of wall thickness on thermal behaviors of RC walls under fire conditions. International Journal of Concrete Structures and Materials, 10, 19-31.
DOI
|
3 |
Kim, D. K. (2016). Seismic response analysis of reinforced concrete wall structure using macro model international journal of concrete. Structures and Materials, 10(1), 99-112.
|
4 |
Kim, J., & Baek, D. (2013). Seismic risk assessment of staggered wall system structures. Earthquake and Structures, 5, 607-624.
DOI
|
5 |
Kim, J., Jun, Y., & Kang, H. (2016). Seismic behavior factors of RC staggered wall buildings. International Journal of Concrete Structures and Materials, 10(3), 355-371.
DOI
|
6 |
Kim, J., & Kim, S. (2017). Performance-based seismic design of staggered truss frames with friction dampers. Thin-Walled Structures, 111, 197-209.
DOI
|
7 |
Kim, J., & Lee, M. (2014). Fundamental period formulae for RC staggered wall buildings. Magazine of Concrete Research, 66(7), 325-338.
DOI
|
8 |
Kim, J., Lee, J., & Kim, B. (2015). Seismic retrofit schemes for staggered truss structures. Engineering Structures, 102(1), 93-107.
DOI
|
9 |
Lee, J., & Kim, J. (2013). Seismic performance evaluation of staggered wall structures using FEMA P695 procedure. Magazine of Concrete Research, 65(17), 1023-1033.
DOI
|
10 |
Lee, J., & Kim, J. (2015). Seismic response modification factors of reinforced concrete staggered wall structures. Magazine of Concrete Research, 67(20), 1070-1083.
DOI
|
11 |
MacKay-Lyons, R. (2013). Performance-based design of RC coupled wall high-rise buildings with viscoelastic coupling dampers. Master's thesis, Department of Civil Engineering, University of Toronto.
|
12 |
Madsen, L. P. B., Thambiratnam, D. P., & Perera, N. J. (2003). Seismic response of building structures with dampers in shear walls. Computers & Structures, 81(4), 239-253.
DOI
|
13 |
Mao, C. X., Wang, Z. Y., Zhang, L. Q., & Li, H. (2012). Seismic performance of RC frame-shear wall structure with novel shape memory alloy dampers in coupling beams. In 15th World congress of earthquake engineering (15 WCEE), Lisbon, Portugal.
|
14 |
Mee, A. L., Jordaan, I. J., & Ward, M. A. (1975). Dynamic response of a staggered wall-beam structure. Earthquake Engineering and Structural Dynamics, 3(4), 353-364.
DOI
|
15 |
Morgen, B. G., & Kurama, Y. C. (2008). Seismic response evaluation of posttensioned precast concrete frames with friction dampers. Journal of Structural Engineering, 134(1), 132-145.
DOI
|
16 |
Mualla, I. H., Jakupsson, E. D., & Nielsen, L. O. (2010). Structural behavior of 5000 kN damper. In European conference on earthquake engineering, ECEE, Ohrid, Macedonia.
|
17 |
PEER, NGA Database. (2006). Pacific Earthquake Engineering Research Center, University of California, Berkeley. http://peer.berkeley.edu/nga.
|
18 |
Pant, D. R., Montgomery, M., Berahman, F., & Christopoulos, C. (2015). Resilient seismic design of tall coupled shear wall buildings using viscoelastic coupling dampers. In 11th Canadian conference on earthquake engineering (11CCEE), Victoria, Canada.
|
19 |
Paulay, T., & Priestley, M. J. N. (1992). Seismic design of reinforced concrete and masonry building. New York: Wiley.
|
20 |
PERFORM-3D. (2006). Nonlinear analysis and performance assessment for 3D structures-user guide. Berkeley, CA, USA: Computers and Structures.
|
21 |
Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31(3), 491-514.
DOI
|
22 |
Wallace, J. W. (2012). Behavior, design, and modeling of structural walls and coupling beams-Lessons from recent laboratory tests and earthquakes. International Journal of Concrete Structures and Materials, 6(1), 3-18.
DOI
|
23 |
ASCE 7-13. (2013). Minimumdesign loads for buildings and other structures. Reston: American Society of Civil Engineers.
|
24 |
ACI 318. (2014). Building code requirements for structural concrete (318-14) and commentary. Farmington Hills, MI: American Concrete Institute.
|
25 |
AISC. (2010). Seismic provisions for structural steel buildings, AISC 341-10. Chicago: American Institute of Steel Construction.
|
26 |
ASCE 41-13. (2013). Seismic Rehabilitation of Existing Buildings. Reston: American Society of Civil Engineers.
|
27 |
Cornell, C. A., Jalayer, F., Hamburger, R. O., & Foutch, D. A. (2002). The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines. ASCE Journal of Structural Engineering, 128(4), 526-533.
DOI
|
28 |
ATC-19. (1995). Structural response modification factors. Redwood City, CA: Applied Technology Council.
|
29 |
Chao, S.-H., & Goel, S. C. (2006). Performance-Based Plastic Design of Seismic Resistant Special Truss Moment Frames. Report No. UMCEE 06-03. Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI.
|
30 |
Chung, H., Moon, B., Lee, S., Park, J., & Min, K. (2009). Seismic performance of friction dampers using flexure of RC shear wall system. The Structural Design of Tall and Special Buildings, 18, 807-822.
DOI
|
31 |
FEMA P695. (2009). Quantification of building seismic performance factors. Washington, DC: Federal Emergency Management Agency.
|
32 |
Fintel, M. (1968). Staggered transverse wall beams for multistory concrete buildings. ACI Journal, 65(5), 366-378.
|