1 |
Priestley MJN. Displacement Based Seismic Assessment of Existing Reinforced Concrete Moment Resisting Frames. Pacific Conference of Earthquake Engineering. 1995 Nov;2:225-244.
|
2 |
Lee YW, Park HK, Experiment on the Capacity of Exterior Joint of Non-seismic Designed RC Frame in Korea. EESK J. Earthquake Eng. 2010 Aug;14(4):29-36.
|
3 |
FEMA. Prestandard and commentary for the seismic rehabilitation of buildings (FEMA 356). c2000.
|
4 |
Pampanin S, Constantin C, Chen TH. Development and validation of a metallic haunch seismic retrofit solution for existing underdesigned RC frame buildings Earthquake Engineering Structutural Dynamics 2006;35:1739-1766.
DOI
|
5 |
Ministry of Construction. RC structural design guideline by strength design method. c1998.
|
6 |
Ministry of Land. Infrastructure and Transport. Korea Building Code. c2016.
|
7 |
Park R, Paulay T. Reinforced Concrete Structures. John Wiley & Sons. c1975.
|
8 |
Beres A, El-Borgi S, White RN, Gergely P, Experimental results of repaired and retrofitted beam-coulumn joint tests in lightly reinforced concrete frame buildings, Technical Report NCEER-92-0025 1992; NCEER. c1992.
|
9 |
Hoffmann GW, Kunnath SK, Reinhorn AM, Mander JB, Gravityload-designed reinforced concrete Buildings: Seismic evaluation of existing construction and detailing strategies for improved seismic resistance. Technical Report NCEER-92-0016 1992; NCEER. c1992.
|
10 |
Calvi GM, Magenes G, Pampanin S. Experimental test on a three story RC frame designed for gravity only. Elsevier Science Ltd. 12th European Conference on Earthquake Engineering 2001; Paper Reference 727. c2001.
|