Seismic Response of a Four-Story Miniature Building with Replaceable Plastic Hinges

Abstract

To emphasize on linear and nonlinear seismic behavior of building systems in education, a four-story miniature moment-resisting frame steel building was designed, built, and tested in a shaking table at the Structures Laboratory of the Department of Civil Engineering at the University of Canterbury, New Zealand. A prominent feature of the building is the incorporation of elements designed to form plastic hinges that can be easily replaced after a test with minimum effort and at a very low cost. This model is mainly aimed at education in undergraduate and graduate structural dynamics/earthquake engineering courses and it has also been used to support research. This article describes in detail the main features of the building, its design, and discusses the response of the building to two input ground motions. Because the use of pushover analyses is becoming an industry standard, the some relevant results will be compared with those predicted by such kind of analyses. This article is written in very simple terms and is aimed at the undergraduate and graduate student, at educators in structural design and at structural engineers involved in seismic design of building structures. This article covers many aspects that are seldom highlighted in building behavior to earthquake excitation and that are not always covered in design codes or guidelines.

Keywords:

• Seismic Behavior
• Buildings
• Shaking Table Tests
• Earthquake Engineering

Acknowledgments

The authors would like to thank the Technical Staff at of the Structures Laboratory at the University of Canterbury, in particular Ray Allen, John Maley, and Paul Murphy. Their exceptional assistance and quality of workmanship was essential to the completion of this project. Thanks are also given to students Lindawatiek and Marios Panagiotou for their help in the experimental program and analysis.