Influence of Superior Vibration Modes on the Seismic Response of Reinforced Concrete Structures with Eigen-Periods Near Code Control Periods
References
- [1] R.W. Clough, <em>On the importance of higher modes of vibration in the earthquake response of a tall building</em>, Bulletin of the Seismological Society of America, vol. 45, no. 4, pp. 289-301, <bold>1955</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1785/BSSA0450040289" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1785/BSSA0450040289</a></dgdoi:pub-id>
- [2] R.W. Clough, <em>Earthquake analysis by response spectrum superposition</em>, Bulletin of the Seismological Society of America, vol. 52, no. 3, pp. 647-660, <bold>1962</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1785/BSSA0520030647" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1785/BSSA0520030647</a></dgdoi:pub-id>
- [3] E.F. Cruz, A.K. Chopra, <em>Elastic Earthquake Response of Building Frames</em>, Journal of Structural Engineering, vol. 112, no. 3, pp. 443-459, <bold>1986</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1061/(ASCE)0733-9445(1986)112:3(443)" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1061/(ASCE)0733-9445(1986)112:3(443)</a></dgdoi:pub-id>
- [4] A.K. Chopra, <em>Dynamics of structures: Theory and applications to earthquake engineering</em>, Prentice-Hall, <bold>1995</bold>
- [5] Tsai, M., Chang, K., <em>Higher-mode effect on the seismic responses of buildings with viscoelastic dampers</em>, Earthquake Engineering and Engineering Vibration, no. 1, pp. 119-129, <bold>2002</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1007/s11803-002-0015-z" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1007/s11803-002-0015-z</a></dgdoi:pub-id>
- [6] A. Munir, P. Warnitchai, <em>The cause of unproportionately large higher mode contributions in the inelastic seismic responses of high-rise core-wall buildings</em>, Earthquake Engineering & Structural Dynamics, vol. 41, Is. 15, DOI: <a href="https://doi.org/10.1002/eqe.2182" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1002/eqe.2182</a>, <bold>2012</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1002/eqe.2182" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1002/eqe.2182</a></dgdoi:pub-id>
- [7] X. Duan, A.M. Chandler, <em>Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry</em>, Earthquake Engineering & Structural Dynamics, vol. 22, Is. 5, DOI: <a href="https://doi.org/10.1002/eqe." target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1002/eqe.</a> 4290220506, <bold>1993</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1002/eqe.4290220506" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1002/eqe.4290220506</a></dgdoi:pub-id>
- [8]. ***, <em>Cod de proiectare seismică P100, Partea I – P100-1/2013. Prevederi de proiectare pentru clădiri</em>, <bold>2013</bold>
- [9] ***, <em>SR-EN 1991-1/2004/NA:2008 Eurocod 8: Proiectarea structurilor pentru rezistența la cutremur Partea 1: Reguli generale, acțiuni seismice și reguli pentru clădiri - Anexa Națională / Eurocode 8: Design of structures for earthquake resistance Part 1: General rules, seismic actions and rules for buildings</em>, <bold>2008</bold>
- [10] ***, <em>Cod de proiectare. Bazele proiectării construcțiilor CR 0-2012</em>, <bold>2012</bold>
- [11] ***, <em>SR EN 1992-1-1:2004/NB:2008 Eurocod 2: Proiectarea structurilor din beton. Partea 1-1: Reguli generale și reguli pentru clădiri. Anexă Națională / Eurocode 2: Design of concrete structures. Part 1-1: General rules and rules for buildings</em>, <bold>2008</bold>
DOI: https://doi.org/10.2478/rjti-2020-0007 | Journal eISSN: 2286-2218
Language: English
Page range: 108 - 122
Published on: Dec 10, 2020
Published by: Sciendo
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