Effects of Lap Splice Details on Seismic Performance of RC Columns |
Kim, Chul-Goo
(Architecture, Seoul National University)
Park, Hong-Gun (Architecture, Seoul National University) Kim, Tae-Wan (Urban, Design and Architecture, Kangwon National University) Eom, Tae-Sung (Architectural Engineering, Dankook University) |
1 | KCI 2012. Building Code for Structural Concrete and Commentary. Korea Concrete Institute. c2012. |
2 | ACI 318-14. Building Code Requirements for structural concrete and Commentary. American Concrete Institute. c2014. |
3 | ACI 315-99. Details and Detailing of Concrete Reinforcement. American Concrete Institute. c1999, 44 p. |
4 | Lynn AC, Moehle JP, Mahin SA, Holmes WT. Seismic evaluation of existing reinforced concrete building columns. Earthquake Spectra. 1996;12(4):715-739. DOI |
5 | Melek M, Wallace JW. Cyclic behavior of columns with short lap splices. ACI Structural Journal. 2004;101(6):802-811. |
6 | Aboutaha RS, Engelhardt, MD, Jirsa JO, Kreger ME. Experimental investigation of seismic repair of lap splice failures in damaged concrete columns. ACI Structural Journal. 1999;96(2):297-306. |
7 | Haroun MA, Elsanadedy HM. Fiber-reinforced plastic jackets for ductility enhancement of reinforced concrete bridge columns with poor lap-splice detailing. Journal of Bridge Engineering. 2005;10(6):749-757. DOI |
8 | Harries KA, Ricles JM, Pessiki S, Sause R. Seismic retrofit of lap splices in nonductile square columns using carbon fiber-reinforced jackets. ACI Structural Journal. 2006;103(6):874-884. |
9 | ElGawady M, Endeshaw M, McLean D, Sack R. Retrofitting of rectangular columns with deficient lap splices. Journal of Composites for Construction. 2010;14(1):22-35. DOI |
10 | Boyes A, Bull DK, Pampanin S. Seismic performance of concrete columns with inadequate transverse reinforcement. 2008:1-12. |
11 | Harajli M. Seismic behavior of RC columns with bond-critical regions: Criteria for bond strengthening using external FRP jackets. Journal of Composites for Construction. 2008;12(1):69-79. DOI |
12 | Bournas DA, Triantafillou TC, Zygouris K, Stavropoulos F. Textilereinforced mortar versus FRP jacketing in seismic retrofitting of RC columns with continuous or lap-spliced deformed bars. Journal of Composites for Construction. 2009;13(5):360-371. DOI |
13 | Kim CG, Eom TS, Park HG, Kim TW. Seismic performance of RC columns with lap splices at plastic hinge region. Journal of the Architectural Institute of Korea. 2015;31(12):23-33. |
14 | CSA. Design of Concrete Structure. Canadian Standard Association. c2004. |
15 | Eurocode 2. Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings. British Standards Institute. c2004. |
16 | ACI 374.1-05. Acceptance criteria for moment frames based on structural testing and commentary. American Concrete Institute. c2005. 9 p. |
17 | Orangun CO, Jirsa JO, Breen JE. A reevaulation of test data on development length and splices. ACI Journal Proceedings. 1977;74(3):114-122. |