2026· American Journal of Student Research· 0 citations
Abstract
This study investigates the effectiveness of different seismic design strategies in improving the
earthquake resilience of buildings. Motivated by the 2011 Tohoku earthquake in Japan, the research
focuses on three major seismic systems: seismic resistance, seismic damping, and seismic base isolation.
Seismic resistance enhances structural strength to withstand forces, seismic damping dissipates energy
through mechanisms such as dampers, and base isolation reduces energy transfer by separating the
building from the ground. An experimental approach was used involving 3D-printed building models
equipped with each system. Measurements of wave amplitude and displacement were recorded to assess
performance under simulated seismic activity. Results indicated that seismic damping was most effective
in reducing wave amplitude, while base isolation minimized displacement. Seismic resistance was
the most economical but least effective in mitigating energy. The findings highlight the importance of
selecting seismic designs based on building context while balancing safety and cost. Limitations include
the small experimental scale and simplified simulation conditions, suggesting the need for further
research under more realistic scenarios.
Earthquakes produce significant lateral forces on structures, which may lead to excessive displacement, structural
instability, and collapse if proper seismic resistant measures are not adopted. The present study focuses on the comparative
seismic performance evaluation of a G+11 reinforced cement concrete (RCC) buildi...
Utkarsh Mishra, R. Grover· International Journal for Re...· 0 citations
Seismic resilience is critical in the design of modern structural systems, particularly for steel moment‐resisting frames (MRFs). Traditional energy dissipation mechanisms, such as viscous or friction dampers, are effective but often involve high installation and maintenance costs. This study investigates the performan...
Konstantinos N. Kalfas, I. U. A. Chy, Vasileios C. Kamperidis· ce/papers· 0 citations
Nonlinear velocity dampers (NVDs) embedded in coupling beams may enhance the seismic performance of frame–core tube structures by dissipating energy and limiting structural damage. This study evaluates the seismic performance of a 20-story reinforced concrete (RC) frame–core tube building incorporating NVD-equipped cou...
Shen Liu, Bo Li, Hui Wang et al.· Buildings· 0 citations
This study investigates the effects of vertical ground motion on the seismic design of base-isolated structures. Two soil classes were considered, and for each class, near-fault and far-fault ground motions were selected, resulting in four seismic scenarios. Earthquake acceleration records were identified for each scen...
M. Karapinar, Barış Sayın· Anais da Academia Brasileira...· 0 citations
The seismic response of lightly damped structures is strongly affected by the level of damping in their modes of vibration. This investigation assesses the influence of the damping model on the estimated seismic response and damage of a portfolio of 97 tall pre‐Northridge steel moment resisting frame buildings locate...
James Bantis, Eduardo Miranda, P. Heresi· Earthquake Engineering &...· 0 citations
This study investigates the dynamic response of G+7 storey reinforced concrete framed building with overhead water tank emphasizing the dynamic effects of liquid sloshing during earthquakes. Using ANSYS Workbench for finite element modelling and applying equivalent static analysis as per IS 1893:2014, the study evaluat...
Yugandhara Kasture, S. Mishra, S. Rangari· EPJ Web of Conferences· 0 citations
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