1 |
Paulay T, Binney JR. Diagonally Reinforced Coupling Beams of Shear Walls. ACI Special Publication. 1974;42:579-598.
|
2 |
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.
|
3 |
Galano L, Vignoli A. Seismic behavior of short coupling beams with different reinforcement layouts. ACI Structural Journal. 2000;97 (6):876-885.
|
4 |
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.
|
5 |
Naish D, Fry A, Klemencic R, Wallace JW. Reinforced concrete coupling beams Part2: modeling. ACI Structural Journal. 2013;110(6):1067-1075.
|
6 |
Barbachyn SM, Kurama YC, Novak LC. Analytical evaluation of diagonally reinforced concrete coupling beams under lateral loads. ACI Structural Journal. 2012;109(4):497-507.
|
7 |
Hindi R, Hassan M. Simplified trilinear behavior of diagonally reinforced coupling beams. ACI Structural Journal. 2007;104(2):199-206.
|
8 |
Paulay T, Binney JR. Diagonally reinforced coupling beams of shear walls. ACI Special Publication. 1974;42:579-598.
|
9 |
Koh HY, Han SW, Lee CS. Calibration of parameters for predicting hysteretic behavior of diagonally reinforced concrete coupling beams. Earthquake Engineering Society of Korea. 2017;119:303-310
|
10 |
Pacific Earthquake Engineering Research Center. OpenSees, software. c2010. http://opensees.berkeley.edu
|
11 |
Lowes LN, Altoontash A. Modeling reinforced-concrete beam-column joints subjected to cyclic loading. Journal of Structural Engineering. 2003;129(12):1686-1697.
DOI
|
12 |
Gonzalez E. Seismic response of diagonally reinforced slender coupling beams. M.S. Thesis, University of British Columbia, Vancouver; c2001.
|
13 |
Kwan AKH, Zhao ZZ. Cyclic behavior of deep reinforced concrete coupling beams. Structures and Buildings. 2002;152(3):283-292.
|
14 |
Dugas DG. Seismic response of diagonally reinforced coupling beams with headed bars. M.S. Thesis, Mcgill University, Montreal, c2002.
|
15 |
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.
|
16 |
Yun HD, Kim SW, Jeon E, Park WS. Seismic performance of HPFRCC coupling beams with diagonal reinforcement. Architectural Research. 2006;22(4):57-64.
|
17 |
Naish D, Fry A, Klemencic R, Wallace JW. Reinforced concrete coupling beams Part1 : Testing. ACI Structural Journal. 2013;110 (6):1057-1066.
|
18 |
Han SW, Lee C S. Shin M, Lee K. Cyclic performance of precast coupling beams with bundled diagonal reinforcement. Engineering Structures. 2015;93:142-151.
DOI
|
19 |
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.
|
20 |
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.
|
21 |
Lignos D. Sidesway collapse of deteriorating structural systems under seismic excitations. Ph.D. Thesis, Stanford university. CA c2008.
|
22 |
Rohatgi A. WebPlotDigitizer 3.8, software, c2016. http://arohatgi.info/WebPlotDigitizer.
|
23 |
Chatterjee S, Hadi A, Price B. The use of regression analysis by example. Wiley NY; c2000.
|