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Published in:
New Structural Seismic Isolation System Read chapter Read first chapter

2019 | OriginalPaper | Chapter

13. Seismic Energy Demands of Inverted V-Braced Frames

Authors : Selçuk Doğru, Bora Akşar, Bülent Akbaş, Jay Shen, Bilge Doran

Published in: Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering

Publisher: Springer International Publishing

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Abstract

It is known that structures act a nonlinear movement when strong ground motion cycle begins. Energy concept has been progressive tool to evaluate the structural system associated with performance-based design. Energy-based design can be expressed as the balance of energy input and the energy dissipation capacity of the structure. Researches that have been usually done for single degree of freedom system are needed for multi degree of freedom systems (MDOFs) in framework of the energy-based design methodology. In this paper, energy parameters in term of total energy input and hysteretic energy are evaluated and observed changes in height of the buildings for the energy concept. Structures are selected to demonstrate low and medium-rise steel inverted V-braced frames examined in linear and nonlinear dynamic time history analysis. The results are developed to obtain seismic energy demands.

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previous chapter Performance-Based Evaluation of Hydrocarbon Steel Pipes Under Internal Pressure
next chapter A New Approach to Improving Seismic Safety Based on the Energy Theory of Reinforced Concrete Resistance
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Metadata
Title
Seismic Energy Demands of Inverted V-Braced Frames
Authors
Selçuk Doğru
Bora Akşar
Bülent Akbaş
Jay Shen
Bilge Doran
Copyright Year
2019
Book
Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering

Print ISBN: 978-3-319-93156-2

Electronic ISBN: 978-3-319-93157-9

Copyright Year: 2019

DOI
https://doi.org/10.1007/978-3-319-93157-9_13

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