MAKALE
BETON PREFABRİKASYON
NİSAN 2014
◆
SAYI : 110
25
s = BPf kiriş kabuğunun oturma mesafesi
α
i = çevrimsel dayanım kayıp katsayısı
β
= enerji tüketim oranı
Δ
u
,
Δ
y
= bağlantı noktasındaki maksimum
ve akma anındaki yer değiştirme
δ
= yanal yer değiştirme
δ
u = maksimum yanal yer değiştirme
μ
= süneklik oranı
ρ
= donatı oranı
KAYNAKÇA
1.
Bhatt, P., and Kirk, D. W., “Test on an
Improved Beam Column Connection for
Precast Concrete,” ACI JOURNAL, Proce-
edings V. 82, No. 6, Nov.-Dec. 1985, pp.
834-843.
2.
Mast, R. F., “A Precast Concrete Frame
System for Seismic Zone Four,” PCI Jour-
nal, V. 37, No. 1, 1992, pp. 50-64.
3.
Priestley, M. J. N., and MacRae, G. A.,
“
Seismic Tests of Precast Beam-to-Co-
lumn Joint Subassemblages with Unbon-
ded Tendons,” PCI Journal, V. 41, No. 1,
1996,
pp. 64-81.
4.
Park, R., and Bull, D. K., “Seismic Re-
sistance of Frames Incorporating Precast
Prestressed Concrete Beam Shells,” PCI
Journal, V. 31, No. 4, 1986, pp. 54-93.
5.
Englekirk, R. E., “Development and Tes-
ting of a Ductile Connector for Assembling
Precast Concrete Beams and Columns,”
PCI Journal, V. 40, No. 2, 1995, pp. 36-51.
6.
Kim, S. H.; Moon, J. H.; and Lee, L. H.,
“
An Experimental Study of the Structural
Behavior on the Precast Concrete Beam-
Column Interior Joint with Splice Type
Reinforcing Bars,” Journal of the Architec-
tural Institute of Korea, V. 20, No. 1, 2004,
pp. 53-61.
7.
Joint ACI-ASCE Committee 550, “Gu-
ide to Emulating Cast-in-Place Detailing
for Seismic Design of Precast Concrete
Structures (ACI 550.1R-09),” American
Concrete Institute, Farmington Hills, MI,
2009, 17
pp.
8.
ACI Committee 318, “Building Code
Requirements for Structural Concrete (ACI
318-08)
and Commentary,” American
Concrete Institute, Farmington Hills, MI,
2008, 473
pp.
9.
Applied Technology Council (ATC),
“
Improvement of Nonlinear Static Seismic
Analysis Procedures,” FEMA 440 Report,
Federal Emergency Management Agency,
Washington, DC, 2005, 392 pp.
10.
ACI Committee 374, “Acceptance Cri-
teria for Moment Frames Based on Stru-
ctural Testing (ACI 374.1-05) and Com-
mentary,” American Concrete Institute,
Farmington Hills, MI, 2005, 9 pp.
11.
Park, H. G., and Eom, T. S., “A Simp-
lified Method for Estimating the Amount of
Energy Dissipated by Flexure-Dominated
Reinforced Concrete Members for Mo-
derate Cyclic Deformations,” Earthquake
Spectra, V. 22, No. 3, 2006, pp. 1351-
1363.
12.
Eom, T. S., and Park, H. G., “Evaluati-
on of Energy Dissipation of Slender Rein-
forced Concrete Members and Its Applica-
tions,” Engineering Structures, V. 32, No.
9, 2010,
pp. 2884-2893.
13.
Abdel-Fattah, B., and Wight, J. K.,
“
Study of Moving Beam Plastic Hinging
Zones for Earthquake-Resistant Design of
R/C Building,” ACI Structural Journal, V.
84,
No. 1, Jan.-Feb. 1987, pp. 31-39.
14.
Chutarat, N., and Aboutaha, R. S.,
“
Cyclic Response of Exterior Reinforced
Concrete Beam-Column Joints Reinforced
with Headed Bars-Experimental Investiga-
tion,” ACI Structural Journal, V. 100, No.
2,
Mar.-Apr. 2003, pp. 259-264.
15.
Joint ACI-ASCE Committee 352, “Re-
commendations for Design of Beam-Co-
lumn Connections in Monolithic Reinfor-
ced Concrete Structures (ACI 352R-02)
(
Reapproved 2010),” American Concrete
Institute, Farmington Hills, MI, 2002, 38
pp.