

Earthquake resilient construction techniques in mid-rise building
Abstract
This research paper investigates the implementation of earthquake resilient techniques in mid-rise buildings, aiming to mitigate the devastating impacts of seismic events on urban infrastructure. With the increasing urbanization and concentration of populations in seismic-prone regions, the need for robust building designs and technologies is paramount. The study begins by examining the historical context of seismic events and their impact on mid-rise structures, highlighting past failures and lessons learned.
Subsequently, an extensive review of existing earthquake resilient techniques is conducted, encompassing both structural and non-structural measures. Structural considerations include innovative material applications, such as damping systems and base isolators, as well as advanced structural configurations to enhance lateral stiffness and ductility. Non-structural strategies encompass the integration of resilient building systems, such as flexible utility connections and protective measures for critical equipment and contents.
Furthermore, the research paper delves into the role of advanced modeling and simulation techniques in assessing the seismic performance of mid-rise buildings. Through the utilization of finite element analysis and probabilistic seismic hazard assessment, the efficacy of various resilience strategies is evaluated under simulated seismic loading conditions.
The research concludes by proposing a holistic framework for enhancing earthquake resilience in mid-rise buildings, by integrating innovative design approaches, advanced technologies, this framework aims to foster sustainable and resilient urban environments capable of withstanding the challenges posed by seismic hazards.
References
. Li, Q. S., Zhang, Y. H., Wu, J. R., Lin, J. H., “Seismic random vibration analysis of tall buildings”.
. Zou, X. K., Chan, C. M., “Optimal seismic performance based design of reinforced concrete buildings using nonlinear pushover analysis”.
. RangaRajan, T., “Non-linear Static Pushover Analysis”.
. Chambers, J., Kelly, T., “Nonlinear dynamic analysis-the only option for irregular structures”.
. Dorheim, H., “Methods for earthquake analysis”.
. Calugaru, V., “Earthquake Resilient Tall Reinforced Concrete Buildings at Near-Fault Sites Using Base
Isolation and Rocking Core Walls”.
. Lee, D. G., Hong, J. M., Kim, J., “Vertical distribution of equivalent static loads for the isolated building structures”
. Vulcano, A. “Comparative study of the earthquake and wind dynamic responses of base-isolated buildings”.
. Cali, I., Marletta, M., Vinciprova, F., “Seismic response of multi-storey buildings base-isolated by riction devicees with restoring properties”.
. Ribakov, Y., “Reduction of structural response of near fault earthquakes by seismic isolation columns and variable friction dampers”.
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