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Challenges Towards Achieving Earthquake Resilience Through Performance-Based Earthquake Engineering Read chapter Read first chapter

2014 | OriginalPaper | Chapter

30. Reassessing ACI 318 Shear Wall Provisions Based on Recent Earthquake and Test Observations

Author : John W. Wallace

Published in: Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society

Publisher: Springer Netherlands

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Abstract

Observed wall damage in recent earthquakes in Chile (2010) and New Zealand (2011), where modern building codes exist, exceeded expectations. In these earthquakes, structural wall damage included boundary crushing, reinforcement fracture, and global wall buckling . Recent laboratory tests also have demonstrated inadequate performance in some cases, particularly for slender walls with thin boundary regions. These observations indicate a need to review code provisions, identify shortcomings, and make necessary revisions. Use of simple performance-based design approaches provides an ideal framework to incorporate code changes that balance performance expectations and impact/cost.

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previous chapter Reliability Considerations in the Seismic Capacity Design Requirements for Force-Controlled Components
next chapter Collapse Probability of Existing Concrete Buildings: The Evolution of Seismic Rehabilitation SEISMIC REHABILITATION SEISMIC REHABILITATION SEISMIC REHABILITATION SEISMIC REHABILITATION in North America
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Metadata
Title
Reassessing ACI 318 ACI 318 ACI 318 ACI 318 ACI 318 Shear Wall Provisions Based on Recent Earthquake and Test Observations
Author
John W. Wallace
Copyright Year
2014
Publisher
Springer Netherlands
Book
Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society

Print ISBN: 978-94-017-8874-8

Electronic ISBN: 978-94-017-8875-5

Copyright Year: 2014

DOI
https://doi.org/10.1007/978-94-017-8875-5_30