1 |
Hassan WM. Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings. Ann Arbor. PhD, University of California, Berkeley. c2011.
|
2 |
Moehle JP. Seismic Design of Reinforced Concrete Buildings. 1st ed: McGraw-Hill Education. c2014.
|
3 |
Leon R, Jirsa JO. Bidirectional loading of R.C. beam‐column joints. Earthquake Spectra. 1986;2(3):537-564.
DOI
|
4 |
Moehle JP, Mahin SA. Observations on the Behavior of Reinforced Concrete Buildings during Earthquakes. ACI Symposium Publication. c1991.
|
5 |
Sezen H, Elwood KJ, Whittaker AS, Mosalam KM, Wallace JW, Stanton JF. Structural Engineering Reconnaissance of the August 17, 1999, Kocaeli (Izmit), Turkey, Earthquake. Pacific Earthquake Engineering Research Center. c2000.
|
6 |
Melo J, Varum H, Rossetto T. Cyclic behaviour of interior beamcolumn joints reinforced with plain bars. Earthquake Engineering & Structural Dynamics. 2015;44(9):1351-1371.
DOI
|
7 |
Hanson NW, Conner HW. Seismic resistance of reinforced concrete beam-column joints. Journal of the Structural Division. 1967; 93(5):533-560.
DOI
|
8 |
Celik OC, Ellingwood BR. Modeling beam-column joints in fragility assessment of gravity load designed reinforced concrete frames. Journal of Earthquake Engineering. 2008;12(3):357-381.
DOI
|
9 |
Ricci P, De Luca F, Verderame GM. 6th April 2009 L’Aquila earthquake, Italy: Reinforced concrete building performance. Bulletin of Earthquake Engineering. 2010;9(1):285-305.
DOI
|
10 |
Park S, Mosalam KM. Experimental investigation of nonductile RC corner beam-column joints with floor slabs. Journal of Structural Engineering. 2013;139(1):1-14.
DOI
|
11 |
Bayhan B, Ozdemir G, Gulkan P. Impact of joint modeling approach on performance estimates of older-type RC buildings. Earthquake Spectra. 2017;33(3):1101-1123.
DOI
|
12 |
Antonopoulos CP, Triantafillou TC. Experimental investigation of FRP-strengthened RC beam-column joints. Journal of Composites for Construction. 2003;7(1):39-49.
DOI
|
13 |
De Risi MT, Verderame GM. Experimental assessment and numerical modelling of exterior non-conforming beam-column joints with plain bars. Engineering Structures. 2017;150:115-134.
DOI
|
14 |
Engindeniz M. Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites. Ph.D, School of Civil and Environmental Engineering, Georgia Institute of Technology. c2008.
|
15 |
Engindeniz M, Kahn LF, Zureick A-H. Pre-1970 RC corner beamcolumn- slab joints: seismic adequacy and upgradability with CFRP composites. In: 14th World Conference on Earthquake Engineering. Beijing, China. c2008.
|
16 |
Hassan WM, Moehle JP. Experimental assessment of seismic vulnerability of corner beam-column joints in older concrete buildings. Paper presented at: 15th World Conference on Earthquake Engineering. Lisbon, Portugal. c2012.
|
17 |
Alavi-Dehkordi S, Mostofinejad D, Alaee P. Effects of highstrength reinforcing bars and concrete on seismic behavior of RC beam-column joints. Engineering Structures. 2019;183:702-719.
DOI
|
18 |
Pantelides CP, Clyde C, Reaveley LD. Performance-Based Evaluation of Reinforced Concrete Building Exterior Joints for Seismic Excitation. Earthquake Spectra. 2002;18(3):449-480.
DOI
|
19 |
De Risi MT, Ricci P, Verderame GM, Manfredi G. Experimental assessment of unreinforced exterior beam-column joints with deformed bars. Engineering Structures. 2016;112:215-232.
DOI
|
20 |
Kanchanadevi A, Ramanjaneyulu K. Effect of corrosion damage on seismic behaviour of existing reinforced concrete beam-column sub-assemblages. Engineering Structures. 2018;174:601-617.
DOI
|
21 |
Chen CC, Chen GK. Cyclic Behavior of Reinforced Concrete Eccentric Beam-Column Corner Joints Connecting Spread-Ended Beams. ACI Structural Journal. 1999;96(3):443-449.
|
22 |
Karayannis CG, Chalioris CE, Sirkelis GM. Local retrofit of exterior RC beam-column j oints using thin RC jackets-An experimental study. Earthquake Engineering & Structural Dynamics. 2008;37(5): 727-746.
DOI
|
23 |
Karayannis CG, Sirkelis GM. Strengthening and rehabilitation of RC beam-column joints using carbon-FRP jacketing and epoxy resin injection. Earthquake Engineering & Structural Dynamics. 2008; 37(5):769-790.
DOI
|
24 |
Santarsiero G, Masi A. Seismic performance of RC beam-column joints retrofitted with steel dissipation jackets. Engineering Structures. 2015;85:95-106.
DOI
|
25 |
Korea Concrete Institute. Concrete Design Code of Korea (KCI 2012). Seoul, Korea. c2012.
|
26 |
Han SW, Kwon OS, Lee LH. Evaluation of the seismic performance of a three-story ordinary moment-resisting concrete frame. Earthquake Engineering & Structural Dynamics. 2004;33(6):669-685.
DOI
|
27 |
FEMA 461. Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components. Washington, DC. Federal Emergency Management Agency. c2007.
|
28 |
Korea Standards Association. KS F 2405. Standard Test Method for Compressive Strength of Concrete. Republic of Korea. c2017.
|
29 |
Korea Standards Association. KS F 2403. Standard test methods for making and curing concrete specimens. Republic of Korea. c2014
|
30 |
Korea Standards Association. KS B 0802. Method of tensile test for metallic materials. Republic of Korea. c2018.
|
31 |
ACI Committee 352. 352R-02: Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures. c2002.
|
32 |
Mander JB, Priestley MJN, Park R. Theoretical Stress‐Strain Model for Confined Concrete. Journal of Structural Engineering. 1988; 114(8):1804-1826.
DOI
|
33 |
Ricci P, De Risi MT, Verderame GM, Manfredi G. Experimental tests of unreinforced exterior beam-column joints with plain bars. Engineering Structures. 2016;118:178-194.
DOI
|