1 Procter A N. Hollow Rectangular Reinforced Concrete Columns[J].Civil Engineering(London),1977.45-49.
[2]
2 Mander J B,Priestley M J N,Park R. Behavior of Ductile HollowReinforced Concrete Columns[J].New Zealand National Societyfor Earthquake Engineering Wellington,1983,(04):273-290.
[3]
3 Whittaker D,Park R,Carr A J. Experimental tests on HollowCircular Concrete Columns for Use in Offshore Concrete Platforms[A].Waimkei,1987.213-224.
[4]
4 Zahn R A,Park R,Priestley M J N. Flexural Strength and Ductility of Circular Hollow Reinforced Columns WithoutConfinement on Inside Face[J].ACI Structural Journal,1990,(02):156-166.
[5]
5 Taylor A W,Rowell R B,Breen J E. Behavior of Thin-WalledConcrete Box Pier[J].ACI Structural Journal,1995,(03):319-333.
[6]
6 Yoshikazu T,Hirokazu I. Inelastic Seismic Performance of RCTall Piers with Hollow Section[A].2000.1-8.
[7]
7 Mo Y L,Yeh Y K,Cheng C T. Seismic Performance andRetrofit of Hollow Bridge Columns[J].Earthquake Engineeringand Engineering Seismology,2001,(01):59-66.
[8]
8 Yeh Y K,Mo Y L,Yang C Y. Seismic Performance ofRectangular Hollow Bridge Columns[J].ASCE Journal of Structural Engineering,2009,(01):60-80.
