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Improving Seismic Performance of Buildings through Base Isolation and Damage-Resistant Technologies
Document information
Author | Andrew H. Buchanan |
School | University of Canterbury |
Major | Civil and Natural Resources Engineering |
Year of publication | 2011 |
Place | Christchurch |
Document type | Research Report |
Language | English |
Number of pages | 99 |
Format | |
Size | 7.20 MB |
- Seismic Performance
- Damage-Resistant Design
- Base Isolation Technologies
Summary
I. Summary
The document outlines modern methods of seismic design that have evolved since the 1970s. These methods aim to ensure predictable and ductile behavior of buildings during severe earthquakes, thereby preventing catastrophic failures and loss of life. The report emphasizes that while some controlled damage is anticipated, it is crucial to design structures that can withstand significant seismic events without incurring irreparable damage. Seismic protection has advanced considerably, with new technologies and materials enabling the construction of economical structures capable of resisting severe earthquakes with minimal damage. Two primary strategies are highlighted: base isolation and damage-resistant design. Base isolation involves separating the building from the ground using energy-dissipating devices, which, although may increase initial costs, ultimately reduce long-term expenses. Damage-resistant design is rapidly evolving, incorporating various innovative techniques such as rocking walls and energy-dissipating devices. The report concludes that damage-resistant design is likely to become as cost-effective as traditional methods for new constructions.
II. Background
The report addresses the critical question of why many modern buildings suffered extensive damage during the Christchurch earthquakes. The primary reason identified is the reliance on design methods that permit some level of damage to protect the overall structure. The seismic activity experienced during the earthquakes exceeded the design parameters used for many buildings, leading to unexpected failures. Additionally, the report discusses the impact of soil liquefaction and foundation failures, which exacerbated the damage. Effective management of these issues in future constructions will require thorough site investigations and high-quality geotechnical advice. The findings indicate that while the damage was significant, it was less severe than anticipated by many structural engineers, particularly for older unreinforced masonry buildings. This highlights the need for improved design practices that account for the realities of seismic risks.
III. Performance Based Design
Performance-based design is a critical aspect of modern seismic engineering, focusing on the expected behavior of structures under seismic loads. This approach allows engineers to define specific performance objectives, ensuring that buildings can withstand earthquakes without catastrophic failure. Key components of performance-based design include capacity design, which emphasizes the importance of ductility and energy dissipation. The report discusses the acceptable level of damage as defined by current codes, stressing the need for a clear understanding of what constitutes acceptable performance during seismic events. Furthermore, the document explores the definition of damage-resistant design, which aims to minimize damage while maintaining structural integrity. A reality check is provided, questioning whether existing standards are sufficient to protect against the increasing severity of seismic events. The analysis underscores the importance of evolving design methodologies to enhance the resilience of buildings in earthquake-prone regions.
IV. The Need for Damage Resistant Design
The necessity for damage-resistant design is underscored by the significant structural failures observed in recent earthquakes. The report details various forms of damage, particularly to concrete walls and moment-resisting frames, highlighting issues such as loss of concrete, buckling of reinforcing bars, and excessive lateral displacement. These failures not only compromise the safety of occupants but also lead to substantial economic losses. The document emphasizes the importance of designing buildings that can endure severe seismic forces without sustaining critical damage. By implementing damage-resistant technologies, such as advanced materials and innovative structural systems, engineers can enhance the resilience of buildings. The report advocates for a shift in design philosophy, moving towards systems that prioritize damage prevention and structural performance during seismic events.
V. Base Isolation and Damping Devices
Base isolation and damping devices represent a transformative approach to enhancing the seismic performance of buildings. The report provides an overview of various base isolation techniques, including elastomeric bearings and friction pendulum bearings, which effectively decouple the building from ground motion. These systems allow for the dissipation of seismic energy, significantly reducing the forces transmitted to the structure. Additionally, the document discusses supplemental damping devices, such as fluid dampers and hysteretic dampers, which further enhance the energy dissipation capabilities of buildings. The practical applications of these technologies are illustrated through examples of successful implementations, demonstrating their effectiveness in real-world scenarios. The report concludes that integrating base isolation and damping devices into building design is essential for improving overall seismic resilience and protecting lives and property during earthquakes.
Document reference
- Base Isolation and Damage-Resistant Technologies for Improved Seismic Performance of Buildings (Andrew H. Buchanan, Des Bull, Rajesh Dhakal, Greg MacRae, Alessandro Palermo, Stefano Pampanin)
- Performance-Based Design (Andrew H. Buchanan)
- The Need for Damage-Resistant Design (Des Bull)
- Base Isolation and Damping Devices (Rajesh Dhakal)
- Damage Resistant Design of Concrete Structures (Greg MacRae)