1 |
Rahman, A.M. and Restrepo, J.I. (2000), Earthquake Resistant Precast Concrete Buildings : Seismic Performance of Cantilever Walls Prestressd Using Unbonded Tendons, Civil Engineering Research Report No. 2000-5, University of Canterbury, Christchurch, New Zealand.
|
2 |
Holden, T.J. (2001), A Comparison of the Seismic Performance of Precast Wall Construction : Emulation an Hybrid Approaches, Civil Engineering Research Report No. 2001-4, University of Canterbury, Christchurch, New Zealand.
|
3 |
Perez, F.J., Pessiki, S., Sause, R. and Lu, L.W. (2003), "Lateral load tests of unbonded post-tensioned precast concrete walls", Large Scale-Scale Structural Testing, Edited by Ma. A. Issa, Y.L. Mo, America Concrete Institute, Farmington Hills, Michigan, 161-183.
|
4 |
Perez, F.J., Sause, R. and Pessiki, S. (2007), "Analytical and Experimental Lateral Load Behavior of Unbonded Posttensioned Precast Concrete Walls", J. Struct. Eng., 133(11), 1531-540.
DOI
ScienceOn
|
5 |
Soudki, K.A., Rizkalla, S.H. and LeBlanc, B. (1995a), "Horizontal Connections for Precast Concrete Shear Walls subjected to Cyclic Deformations. Part 1: Mild steel connections", PCI J., 40(4), 78-97.
DOI
|
6 |
Soudki, K.A., Rizkalla, S.H. and LeBlanc, B. (1995b), "Horizontal Connections for Precast Concrete Shear Walls subjected to Cyclic Deformations. Part 2: Prestressed connections", PCI J., 40(5), 82-96.
|
7 |
Silvestri, S., Gasparini, G. and Trombetti, T. (2011), "Seismic design of a precast R.C. structure equipped with viscous dampers", Earthq. Struct., 2(3), 297-321.
DOI
|
8 |
CEB-FIP fib (2003), "Seismic design of precast concrete building structures: State-of-art report", Task Group 7.3 Federation internationale du beton, 254.
|
9 |
ACI 318-08 (2008), Building Code Requirements for Structural Concrete and Commentary, ACI Committee 318, American Concrete Institute, 473.
|
10 |
Park, H.G. and Eom, T.S. (2006), "A simplified method for estimating the amount of energy dissipated by flexure-dominated reinforced concrete members for moderate cyclic deformations", Earthq. Spectra, 22(3), 1351-1363.
|
11 |
ASTM (2001), "Standard test method for compressive strength of cylindrical concrete specimens", C39/C39M-01, West Conshohocken, PA.
|
12 |
Sittipunt, C., Wood, S.L., Lukkunaprasit, P. and Pattararattanakul, P. (2001) "Cyclic behavior of reinforced concrete structural walls with diagonal web reinforcement", ACI Struct. J., 98(4), 554-562.
|
13 |
Shaingchin, S., Lukkunaprasit, P. and Wood, S.L. (2007), "Influence of diagonal web reinforcement on cyclic behaivor of structural walls", Eng. Struct., 29(4), 498-510.
DOI
ScienceOn
|
14 |
Eom, T.S. and Park, H.G. (2010), "Evaluation of energy dissipation of slender reinforced concrete members and Its applications", Eng. Struct., 32(9), 2884-2893.
DOI
ScienceOn
|
15 |
Farrar, C.R. and Baker, W.E. (1990), "Stiffness and hysteretic energy loss of a reinforced-concrete shear wall", Experim. Mech., 30(1), 95-100.
DOI
|
16 |
Panneton, M., Leger, P. and Tremblay, R. (2006), "Inelastic analysis of a reinforced concrete shear wall building according to the national building code of canada 2005", Can. J.Civil Eng., 854-871.
|