Bernal D.Amplification factors for inelastic dynamic P -Δ effects in earth quake analysis[J].Earthquake Engng.Struct.Dyn,1987,15(5):635-651.
[2]
Gregory A Mac Rae.P -Δ effect on single-degree-of-freedom structures in earth quakes[J].Earthquake Spectra,1994,10(3):539-568.
[3]
FEMA 450.NEHRP Recomm ended provisions for seismic regulations for new buildings and other structures,2003 Edition[S].Federal Emergency Management Agency,Washington,D.C.,2000.
[4]
Paulay T.Aconsideration of P-delta effects in ductile reinforced concrete frames[J].Bull.New Zealand Soc.Earthq.Eng,1978,11(3):151-160.
[5]
Mahin S,Boroscheck R.Influences of geometric nonlinearities on the seismic response and design of bridge structures[R].Report to California Department of Transportation,Division of Structures,1991.
[6]
彭玉斌.P-Δ效应对抗震框架非弹性动力反应影响的初步分析[D].重庆:重庆大学,2008.
[7]
Guide Specifications for LRFD seismic bridge design,1st Edition[R].Washington,DC.:AA SHTO,2009.
[8]
Priestley M J N,Seible F,Calvi G M.Seismic design and retrofit of bridges[M].New York:John Wiley & Sons,1996:742-744.
[9]
Rosenblueth E.Slenderness effects in buildings[J].J.Struct Div.ASCE,1965,91(1):229-252.
[10]
Paulay T,Priestley M J N.Seismic design of reinforced concrete and masonry buildings[M].New York:John Wiley& Sons,1992:683-686.
[11]
Priestley M J N,Calvi G M,Kowalsky M J.Displacement-based seismic design of structures[M].Pavia,Italy:IUSS Press 2007:111-115.
[12]
Pacific Earthquake Engineering Research Center.PEER strongmotion database[DB/OL].http://peer.berkeleyedu/smcat 2000.
