Abstract
Based on the balance of energy between the seismic input and the structural resistance, the basic formulation for strengthening buildings is derived. The loading effect of an earthquake can be grasped as the energy input, while the seismic resistance of an building can be considered to be the energy absorption capacity of the building.
In order to improve the seismic resistance of existing buildings, the following methods are effective;
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1)
to dispose energy absorbing structural elements in addition to existing structural skeletons
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2)
to equip an energy absorbing story with the energy absorption capacity large enough to be able to absorb the total energy input, leaving the other stories undamaged
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3)
to dispose energy absorbing elements over the building evenly, keeping the structural elements which sustain gravitational loadings elastic
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References
Akiyama, H. (1985) Earthquake-Resistant Limit-State Design for Buildings, University of Tokyo Press.
Housner, G. W. (1956) Limit Design of Structures to Resist Earthquakes, Proc. of 1st WCEE.
Housner, G. W. (1959) Behavior of structures during Earthquake, ASCE, EM4, Oct.
Akiyama, H. (1986) Ds-Values for Multi-Story Frames on the Top Story of Which Damage Concentrates, Transaction of Architectural Institute of Japan, No. 362.
Asano, M., Kohno, T. and Nitayama, N. (2000.6) Seismic Strengthening Using Energy Absorption Brace. US-Japan Symposium on Seismic Rehabilitation of Concrete Structures.
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© 2002 Springer-Verlag Wien
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Akiyama, H. (2002). Strengthening of Steel Frames in Seismic Resistance. In: Mazzolani, F.M., Iványi, M. (eds) Refurbishment of Buildings and Bridges. International Centre for Mechanical Sciences, vol 435. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2570-0_6
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DOI: https://doi.org/10.1007/978-3-7091-2570-0_6
Publisher Name: Springer, Vienna
Print ISBN: 978-3-211-83690-3
Online ISBN: 978-3-7091-2570-0
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