EFFECTS OF AXIAL FORCE VARIATION IN THE SEISMIC RESPONSE OF BRIDGES ISOLATED WITH FRICTION PENDULUM SYSTEMS
暂无分享,去创建一个
Gian Michele Calvi | Paola Ceresa | Davide Bolognini | Ferdinando Auricchio | Chiara Casarotti | F. Auricchio | G. Calvi | D. Bolognini | P. Ceresa | C. Casarotti
[1] Colin O'Connor. Design of bridge superstructures , 1971 .
[2] P Zia,et al. PRESTRESSED BEAMS IN TORSION, BENDING, AND SHEAR , 1974 .
[3] D. Mitchell,et al. Prestressed concrete structures , 1991 .
[4] Amr S. Elnashai,et al. PROCEDURE AND SPECTRA FOR ANALYSIS OF RC STRUCTURES SUBJECTED TO STRONG VERTICAL EARTHQUAKE LOADS , 1997 .
[5] C. S. Tsai,et al. FINITE ELEMENT FORMULATIONS FOR FRICTION PENDULUM SEISMIC ISOLATION BEARINGS , 1997 .
[6] Wei-Hsin Liao,et al. SEISMIC RESPONSE ANALYSIS OF BRIDGES ISOLATED WITH FRICTION PENDULUM BEARINGS , 1998 .
[7] Wai-Fah Chen,et al. Bridge Engineering Handbook , 1999 .
[8] Mervyn J. Kowalsky,et al. Improved Analytical Model for Shear Strength of CircularReinforced Concrete Columns in Seismic Regions , 2000 .
[9] Juan Carlos de la Llera,et al. Analytical model of structures with frictional pendulum isolators , 2002 .