Reprint
Improvement Technology on Building Seismic Toughness
Edited by
March 2024
274 pages
- ISBN978-3-7258-0559-4 (Hardback)
- ISBN978-3-7258-0560-0 (PDF)
This book is a reprint of the Special Issue Improvement Technology on Building Seismic Toughness that was published in
Chemistry & Materials Science
Computer Science & Mathematics
Engineering
Environmental & Earth Sciences
Summary
This Reprint focuses on recent studies on the seismic performance evaluation and improvement of infrastructures, including buildings and bridges. The development and application of base isolators and dampers to enhance the seismic resilience of structures is of particular interest. In addition, multi-hazard assessment considering earthquakes and other hazards such as fire and pedestrian-induced vibration is another interest. The adopted research techniques include the traditional finite element method, experimental tests, and the up-to-date machine learning-based approach.
Format
- Hardback
License and Copyright
© 2022 by the authors; CC BY-NC-ND license
Keywords
near-fault isolation; velocity pulses; continuous girder bridges; linear friction damper; lead rubber bearing; cable-stayed bridge; crossing faults; synthetic ground motions; intensity measure; fragility analysis; fire and dynamic loads; seismic engineering; reinforced concrete column; numerical simulation; bond-slip behavior; coal gangue coarse aggregate; coal gangue concrete; column; cyclic loading; seismic behavior; replaceable beam-to-column joint; energy-dissipating steel hinges; post-earthquake resilience; damage concentration; cyclic loading test; steel-concrete wind turbine tower; tuned mass damper; mass ratio; layout; aftershock fragility assessment; damage index; RC columns; incremental dynamic analysis; high-damping rubber; hyperelastic composite material; axial dynamic load; energy dissipation; seismic; damper; socket connection; vertical bearing capacity; vertical loading; finite element calculation; metal bellows; formula derivation; footbridge; vibration; serviceability; crowd load; earthquake; machine learning; multi-spiral stirrup; strength; ductility; constitutive model; confined concrete; base isolation; near-fault (NF) ground motions; linear natural rubber bearing (LNR); nonlinear viscous damper (NLVD); shaking table test; seismic responses; rubber isolation bearing; staircase; isolation properties; dynamic response; numerical simulation; 5:1 rectangular cylinders in tandem; sectional model testing; pressure measurement testing; VIV behavior; correlation analysis