Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges

• Published in: Bulletin of earthquake engineering 2024, Vol.22 (2), p.731-755
• Main Authors: Li, Jun, Xu, Long-He, Xie, Xing-Si
• Format: Article
• Language: English
• Subjects: Bending moments; Bridges; Civil Engineering; Continuous bridges; Control systems; Damping; Deformation; Earth and Environmental Science; Earth Sciences; Earthquakes; Environmental Engineering/Biotechnology; Fault lines; Friction; Geophysics/Geodesy; Geotechnical Engineering & Applied Earth Sciences; Ground motion; Height; Hybrid systems; Hydrogeology; Investigations; Mechanical properties; Original Article; Parametric analysis; Performance evaluation; Piers; Seismic activity; Seismic design; Seismic engineering; Seismic response; Structural Geology
• ISSN: 1570-761X; 1573-1456
• DOI: 10.1007/s10518-023-01795-8

In recent years, increasing attention has focused on seismic performance of long-span continuous rigid-frame bridges (CRFBs) under near-fault earthquake excitations. To investigate the characteristics of near-fault seismic response of CRFBs and improve their seismic performance, this study develops a hybrid seismic control system (HSCS) and establishes 22 uncontrolled models and 22 controlled models varying in span and pier height. Transverse whiplash and spatial torsion effects of the uncontrolled and controlled models are analyzed comparatively. Control performance of HSCS is evaluated and parametric study is conducted to investigate the effect of friction, damping, and ground motion on the response of HSCS-controlled CRFB. The results indicate that, in practical applications, the transverse whiplash and spatial torsion effects of CRFBs should be considered, particularly in multi-span CRFBs with unequal-height piers. The span and pier height have significant impact on these two effects and the corresponding girder end displacement, girder base, and pier bottom moment. Controlled bridges exhibit lower levels of these responses compared to uncontrolled bridges, and the displacement and bending moment are markedly reduced at a high control ratio of 0.4. Parametric analysis results show that the HSCS provides excellent seismic control performance for near-fault CRFBs when the optimum parameter values are used. This study may provide a useful reference for the seismic design and performance improvement of near-fault CRFBs.