1 |
Hwang, S.J. and Lee, H.J. (2000), "Analytical model for predicting shear strengths of interior reinforced concretebeam-column joints for seismic resistance", ACI Struct. J., 97(1), 34-44.
|
2 |
Hwang, S.J., Fang, W.H., Lee, H.J. and Yu, H.W. (2001), "Analytical model for predicting shear strength ofsquat walls", J. Struct. Eng., ASCE, 127(1), 43-50.
DOI
ScienceOn
|
3 |
Mattock, A.H. and Chan, T.C. (1979), "Design and behavior of dapped-end beams", PCI J., 24(6), 28-45.
DOI
|
4 |
Hwang, S.J. and Lee, H.J. (2000), "Analytical model for predicting shear strengths of interior reinforced concretebeam-column joints for seismic resistance", ACI Struct. J., 97(1), 34-44.
|
5 |
Schäfer, K. (1996), "Strut-and-tie models for the design of structural concrete", Notes of Workshop, Departmentof Civil Engineering, National Cheng Kung University, Tainan, Taiwan.
|
6 |
Foster, S.J. and Gilbert, R.I. (1996), "The design of nonflexural members with normal and high-strengthconcrete", ACI Struct. J., 93(1), 3-10.
|
7 |
Hwang, S.J., Lu, W.Y. and Lee, H.J. (2000b), "Shear strength prediction for reinforced concrete corbels", ACIStruct. J., 97(4), 543-552.
|
8 |
Hwang, S.J. and Lee, H.J. (2002), "Strength prediction for discontinuity regions by softened strut-and-tie model",accepted by J. Struct. Eng., ASCE.
|
9 |
Hwang, S.J. and Lee, H.J. (1999), "Analytical model for predicting shear strengths of exterior reinforcedconcrete beam-column joints for seismic resistance", ACI Struct. J., 96(5), 846-857.
|
10 |
Zhang, L.X.B. and Hsu, T.T.C. (1998), "Behavior and analysis of 100MPa concrete membrane elements", J.Struct. Eng., ASCE, 124(1), 24-34.
DOI
ScienceOn
|
11 |
PCI Design Handbook, (1999), 4th edition, Prestressed Concrete Institute, Chicago, Illinois.
|
12 |
Vecchio, F.J. and Collins, M.P. (1993), "Compression response of cracked reinforced concrete", J. Struct. Eng.,ASCE, 119(12), 3590-3610.
DOI
ScienceOn
|
13 |
Lu, W.Y., Lin, I.J., Hwang, S.J. and Lin, Y.H. (2002), "Shear strength of high-strength concrete dapped-endbeams", submitted to Magazine of Concrete Research.
|
14 |
American Concrete Institute (2002), "Building code requirements for structural concrete", ACI 318-02 and
Commentary (ACI 318R-02), Farmington Hills, Mich.
|