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Seismic Isolation Techniques for Multistorey Building Structures
Document information
Author | Peng-Hsiang, Charng |
School | University of Canterbury |
Major | Civil Engineering |
Year of publication | 1998 |
Place | Christchurch |
Document type | Thesis |
Language | English |
Number of pages | 311 |
Format | |
Size | 10.63 MB |
- Seismic Isolation
- Multistorey Buildings
- Earthquake Engineering
Summary
I. Introduction
The introduction of the document outlines the critical importance of seismic isolation techniques in the context of multistorey building structures. Earthquakes pose significant risks to infrastructure, leading to loss of life and property damage. The document emphasizes that traditional design methods often fail to account for the unique challenges posed by seismic events. The research aims to explore base isolation as a viable solution, which allows structures to withstand seismic forces more effectively. The introduction sets the stage for a detailed examination of various isolation systems and their applications in modern engineering practices.
II. Review of Current Design Methods
This section reviews existing design methods and codes relevant to base isolated structures. It highlights the evolution of design practices over the years, referencing key studies and methodologies that have shaped current approaches. The document discusses the contributions of notable researchers, such as Priestley, Crosbie, and Carr, and their impact on the development of seismic design codes. The analysis reveals that while significant progress has been made, there remains a need for continuous improvement in design standards to enhance the resilience of buildings against seismic activities.
III. Analysis and Structure Modelling
The analysis and structure modelling section delves into the technical aspects of evaluating seismic responses of multistorey buildings. It discusses the equations of motion and modal analysis techniques used to simulate structural behavior under seismic loads. The document emphasizes the importance of accurately modelling the soil-foundation system and the base isolation system to predict performance effectively. The findings indicate that proper modelling can significantly influence the design and safety of structures, providing valuable insights for engineers in the preliminary design phase.
IV. Seismic Responses of Base Isolated Structures
This section presents the results of dynamic analyses conducted on base isolated structures subjected to various seismic events, including the 1940 El Centro earthquake. The document highlights the lateral storey displacements and interstorey drifts observed during simulations. It concludes that base isolation techniques effectively reduce structural accelerations and displacements, thereby enhancing overall performance during seismic events. The findings underscore the practical applications of these techniques in real-world scenarios, demonstrating their potential to save lives and protect property.
V. Effects of Additional Damping
The document explores the role of additional damping in improving the seismic performance of structures. It discusses how viscous damping can mitigate displacement and acceleration responses, providing a comparative analysis of structures with and without additional damping. The results indicate that incorporating damping devices can lead to significant improvements in structural resilience. This section emphasizes the importance of considering damping in the design process, as it can enhance the effectiveness of seismic isolation techniques and contribute to safer building practices.
VI. Conclusion
The conclusion synthesizes the key findings of the research, reiterating the value of seismic isolation techniques in multistorey building design. It highlights the advancements made in understanding the seismic responses of structures and the practical implications of these findings for engineers and architects. The document calls for ongoing research and development in this field to further refine design methodologies and improve building safety. The insights gained from this study are crucial for informing future practices and ensuring the resilience of infrastructure in earthquake-prone regions.
Document reference
- Priestley, Crosbie and Carr (1977) (Priestley, Crosbie and Carr)
- DIS, Inc.'s Design Procedures for Buildings Mounted on Lead-Rubber Bearings (1984) (DIS, Inc.)
- Andriono and Carr (1990) (Andriono and Carr)
- Skinner, Robinson and McVerry (1993) (Skinner, Robinson and McVerry)
- Cui and Pan (1995) (Cui and Pan)