Project Abstract

Abstract
Seismic events pose significant risks to high-rise buildings, making the assessment of their performance crucial for ensuring structural safety and resilience. This research project focuses on the seismic performance assessment of high-rise buildings using nonlinear dynamic analysis. The study aims to investigate the behavior of high-rise buildings under seismic loading conditions, considering the nonlinear response of the structure and its components. The research begins with a comprehensive introduction to the topic, providing background information on the seismic vulnerability of high-rise buildings and the importance of assessing their performance. The problem statement highlights the need for accurate and reliable methods for evaluating the seismic performance of high-rise structures, particularly in regions prone to seismic activity. The objectives of the study are to analyze the dynamic response of high-rise buildings under seismic loading, assess the effectiveness of nonlinear dynamic analysis in predicting structural behavior, and provide recommendations for improving the seismic performance of high-rise buildings. The limitations of the study are also identified, including constraints related to time, resources, and data availability. The scope of the research covers the assessment of high-rise buildings with varying structural systems and configurations, considering different seismic hazard levels. The significance of the study lies in its potential to enhance the understanding of high-rise building behavior under seismic loading and improve the design and retrofitting strategies for enhanced seismic resilience. The structure of the research is outlined, detailing the organization of the chapters and the flow of the research process. Definitions of key terms are provided to clarify the terminology used throughout the study. Chapter two presents a comprehensive literature review, covering ten key aspects related to seismic performance assessment, nonlinear dynamic analysis, high-rise building behavior under seismic loading, and current practices in seismic design and evaluation. Chapter three outlines the research methodology, including the selection of high-rise building models, the development of finite element models, the application of seismic input motions, the implementation of nonlinear dynamic analysis procedures, and the evaluation of structural responses. The chapter also discusses the validation of the numerical models and the sensitivity analysis of key parameters. Chapter four presents the findings of the research, discussing the dynamic responses of high-rise buildings under different seismic loading scenarios, the effectiveness of nonlinear dynamic analysis in predicting structural behavior, and the identification of critical structural elements and failure modes. The chapter also explores the implications of the findings for improving seismic design and retrofitting strategies for high-rise buildings. Chapter five concludes the research, summarizing the key findings and contributions of the study. Recommendations for future research and practical applications are provided, emphasizing the importance of integrating nonlinear dynamic analysis into the seismic assessment and design of high-rise buildings to enhance their seismic performance and resilience. Overall, this research project contributes to the advancement of knowledge in the field of seismic performance assessment of high-rise buildings, providing valuable insights into the behavior of these structures under seismic loading conditions and offering recommendations for improving their seismic resilience and safety.

Project Overview