1 |
Moehle JP, Ghodsi T, Hooper JD, Fields DC, Gedhada, R. Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams: A Guide for Practicing Engineers. NEHRP Seismic Design Technical Brief No. 6, National Institute of Standards and Technology. Gaithersburg, MD.; c2011.
|
2 |
Berg GV, Stratta JL. Anchorage and the Alaska Earthquake of March 27. American Iron and Steel Institute. Washington, D.C.; c1964.
|
3 |
Paulay T, and Binney JR, Diagonally reinforced coupling beams of shear walls. ACI special publication SP-42. 1974;579-598.
|
4 |
Tassios TP, Moretti M, Bezas A. On the behavior and ductility of reinforced concrete coupling beams of shear walls. ACI Structural Journal. 1996;93(6):711-720.
|
5 |
Galano L, Vignoli A. Seismic behavior of short coupling beams with different reinforcement layouts. ACI Structural Journal. 2000;97(6):876-885.
|
6 |
Fortney PJ, Rassati GA, Shahrooz BM. Investigation on effect of transverse reinforcement on performance of diagonally reinforced coupling beams. ACI Structural Journal. 2008 105(6):781-788.
|
7 |
Naish D, Fry A, Klemencic R, Wallace JW. Reinforced concrete coupling beams Part1: Testing. ACI Structural Journal. 2013;110(6):1057-1066.
|
8 |
Han SW, Lee CS, Shin M, Lee K. Cyclic performance of precast coupling beams with bundled diagonal reinforcement. Engineering Structures. 2015;93:142-151.
DOI
|
9 |
Han SW, Yu KH, Kang DH, Lee KH, Shin MS. Cyclic Behavior of Precast Slender Coupling Beams with Bundled Diagonally Reinforcement and High-Performance Fiber Reinforced Cementitious Composite(HPFRCC). Journal of the Earthquake Engineering Society of Korea. 2015;19(2):55-62.
DOI
|
10 |
Han SW, Han CH. Cyclic Behavior of Slender Diagonally Reinforced Coupling Beams according to Transverse Reinforcement Spacing. Journal of the Architectural Institute of Korea Structure & Construction. 2016;32(3):31-38.
DOI
|
11 |
Han SW, Kang JW, Han CH. Shear Strength Equation for Slender Diagonally Reinforced Coupling Beam. Journal of the Earthquake Engineering Society of Korea. 2016;20(6):361-368.
DOI
|
12 |
Ministry of Land, Transport and Maritime Affairs. Seismic Performance evaluation & improvement revision of existing structures Korea Infrastructures Safety and Technology Corporation.; c2013.
|
13 |
American Society of Civil Engineers (ASCE). Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-17, Reston, VA.; c2017
|
14 |
American Society of Civil Engineers (ASCE). Minimum Design Loads and Associated Criteria for Buildings and Other Structures. Reston, VA: American Society of Civil Engineers; c2017.
|
15 |
AIK. Korean Building Code (KBC 2016). Architectural Institute of Korea; c2016.
|
16 |
Porter KA, Kiremidjian AS, LeGrue JS. Assembly-Based Vulnerability of Buildings and Its Use in Performance Evaluation. Earthquake Spectra. 2001;17(2):291-312.
DOI
|
17 |
Porter K, Kennedy R, Bachman R. Creating Fragility Functions for Performance-Based Earthquake Engineering, Earthquake Spectra. 2007;23(2):471-489.
DOI
|
18 |
Baker JW. Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra. 2015;31:579-599.
DOI
|
19 |
Aslani H, Miranda E. Fragility assessment of slab-column connections in existing non-ductile reinforced concrete buildings. Journal of Earthquake Engineering. 2005;9:777-804.
DOI
|
20 |
Gogus A, Wallace JW. Fragility assessment of slab-column connections. Earthquake Spectra. 2015;31(1):159-177.
DOI
|
21 |
Lignos DG, Karamanci E. Drift-based and dual-parameter fragility curves for concentrically braced frames in seismic regions. Journal of Constructional Steel Research. 2013;90:209-220.
DOI
|
22 |
Lignos DG, Kolios D, Miranda E. Fragility assessment of reduced beam section moment connections. Journal of Structural Engineering. 2010;136(9):1140-1150.
DOI
|
23 |
Naish D, Fry A, Klemencic R, Wallace J. Reinforced Concret e Coupling Beams-Part II: Modeling. ACI Structural Journal. 2013;110(6):1067-1075.
|
24 |
Korea Concrete Institute. Concrete design code of Korea (KCI 2012). Seoul, Korea; c2012.
|
25 |
American Concrete Institute. Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary on Building Code Requirements for Structural Concrete (ACI 318R-14), Farmington Hills, MI.; c2014
|
26 |
Canbolat BA, Parra-Montesinos GJ, Wight JK. Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams. ACI Structural Journal. 2005;102(1):159-166.
|
27 |
Harries KA, Fortney PJ, Shahrooz BM, Brienen PJ. Practical design of diagonally reinforced concrete coupling beams - Critical review of ACI 318 requirements. ACI Structural Journal. 2005;102(6):876-882.
|
28 |
American Concrete Institute. Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary on Building Code Requirements for Structural Concrete (ACI 318R-08), Farmington Hills, MI.; c2008
|
29 |
Federal Emergency Management Agency. Seismic Performance Assessment of Buildings, Volume 1 - Methodology, FEMA P-58-1, Washington, D.C.; c2012.
|
30 |
Federal Emergency Management Agency. The Effects of Strength and Stiffness Degradation on Seismic Response, Technical Report FEMA P-440A, Washington, D.C.; c2009.
|
31 |
Federal Emergency Management Agency. Seismic Retrofit Guidelines for Detached, Single-Family, Wood-Frame Dwellings, Technical Report FEMA P50-1, Washington, D.C.; c2012.
|
32 |
Lim E, Hwang SJ, Wang TW, Chang YH. An investigation on the seismic behavior of deep reinforced concrete coupling beams. ACI Structural Journal. 2016;113(2):217-226.
|
33 |
Lim E, Hwang SJ, Cheng CH, Lin PY. Cyclic tests of reinforced concrete coupling beam with intermediate span-depth ratio. ACI Structural Journal. 2016;113(3):515-524.
|
34 |
Park YJ, Ang AHS. Mechanistic Seismic Damage Model for Reinforced-Concrete. Journal of Structural Engineering. 1985;111(4):722-739.
DOI
|
35 |
Kanakubo T, Fujisawa M, Sako N, Sonobe Y. Ductility of short span RC beams. 11th World Conference on Earthquake Engineering. Acapulco, Mexico; c1996.
|
36 |
Ishikawa Y, Kimura H. Experimental study on seismic behavior of R/C diagonally reinforced short beams. 11th World Conference on Earthquake Engineering. Acapulco, Mexico; c1996.
|
37 |
Gonzalez E. Seismic response of diagonally reinforced slender coupling beams, M.S. Thesis, University of British Columbia, Vancouver; c2001.
|
38 |
Kwan AKH, Zhao ZZ. Cyclic behaviour of deep reinforced concrete coupling beams. Proceedings of the Institution of Civil Engineers-Structures and Buildings. 2002;152(3):283-293.
DOI
|
39 |
Dugas DG. Seismic response of diagonally reinforced coupling beams with headed bars, M.S. Thesis, Mcgill University, Montreal, Canada; c2003.
|
40 |
Shimazaki, K. De-bonded diagonally reinforced beam for good repairability, 13th World Conference on Earthquake Engineering, Vancouver, Canada. c2004.
|
41 |
Korea Land and Housing Corporation, Improvement of reinforcement details in coupling beams of coupled special shear walls, Report No. 2012-54, Republic of Korea; c2012.
|
42 |
Naish D, Fry A, Klemencic R, Wallace J. Reinforced Concret e Coupling Beams-Part I: Testing. ACI Structural Journal. 2013;110(6):1057-1066.
|
43 |
Shin M, Gwon SW, Lee K, Han SW, Jo YW. Effectiveness of high performance fiber-reinforced cement composites in slender coupling beams. Construction and Building Materials. 2014;68:476-490.
DOI
|
44 |
Han SW, Kang JW, Lee CS. Seismic Behavior of Slender HPFRCC Coupling Beams with Limited Transverse Bars. Earthquake Spectra. 2018;34(1):77-98.
DOI
|