Case Study on Vulnerability Increase for a Reinforced Concrete Frame Structure
References
- [1]. Barbat A.H., Pujades L.G., Lantada N. (2008), Seismic Damage Evaluation in Urban Areas Using the Capacity Spectrum Method: Application to Barcelona. Soil Dyn. a. Earthquake Engng., 28, 10, 851-865.
- [2]. Benedetti D., Petrini V. (1984), Sulla vulnerabilita sismica di edifici in muratura i proposte di un metodo di valutazione. L’industria delle Construzioni, 149, 66-74.
- [3]. Calvi G.M., Magenes G., Bommer J.J., Pinho R., Crowley H., Restrepo-Vélez L.F. (2006), Displacement-Based Methods for Seismic Vulnerability Assessment at Variable Geographical Scales. ISET J. Earthquake Technol, 43, 3, 75-104.
- [4]. Fajfar P. (2000), A Nonlinear Analysis Method for Performance Based Seismic Design. Earthquake Engng. A. Struct. Dyn., 16, 3, 573-592.
- [5]. Freeman S.A.( 1978), Prediction of Response of Concrete Buildings to Severe Earthquake Motion. Proc. of Douglas McHenry Internat. Symp. on Concrete a. Concrete Struct., publication SP-55, Amer. Concrete Inst., Detroit, Michigan, USA.
- [6]. Grünthal G.(1998), European Macroseismic Scale. Vol. 15, Luxemburg: Centre Européen de Géodynamique et Séismologie, Cahiers du Centre Européen de Géodynamique et de Séismologie
- [7]. Milutinovic Z.V., Trendafiloski G.S.,(2003), RISK-UE, an Advanced Approach to Earthquake Risk Scenarios with Applications to Different European Towns. Contract: EVK4-CT-2000-00014, WP4: Vulnerability of Current Buildings.
- [8]. Nour El-Din Abd-Alla M. (2007), Application of Recent Techniques of Pushover for Evaluating Seismic Performance of Multistory Buildings. M. Sc. Diss., Faculty of Engng, Cairo Univ., Egypt.
- [9]. Riddell R., Llera J.C. (1996), Seismic Analysis and Design: Current Practice and Future Trends. Proc. of 11th World Conf. on Earthquake Engng., Acapulco, Mexico, Paper No. 2010, 1-12.
- [10]. Sobol I.M. (1983), Método de Montecarlo. Ed. Mir, Moscow.
- [11]. Zou X.K., Chan C.M. (2005), Optimal Seismic Performance-Based Design of Reinforced Concrete Buildings Using Non-Linear Pushover Analysis. Engng. Struct., 27, 1289-1302.
- [12]. Pastia, C. , S.G. Luca (2013), Vibration Control of A Frame Structure using Semi-Active Tuned Mass Damper, Bul. I.P., Iaşi, Tomul LIX (LXIII), Fasc. 4, pp. 31-40.2.
- [13]. P100 / 2006 and 2013 Romanian code for seismic Design.
- [14]. http://s276.photobucket.com/user/MaryLou4/media/image012.jpg.html
- [15]. Olteanu, I., Barbat, A.H., Budescu, M. (2015), Vulnerability Assessment of Reinforced Concrete Framed Structures Considering the Effect of Structural Characteristics, The Open Civil Engineering Journal, 2015, 9, pp 321-329
DOI: https://doi.org/10.1515/mmce-2015-0014 | Journal eISSN: 2784-1391 (formerly 2066-6934) | Journal ISSN: 2066-6934
Language: English
Page range: 38 - 45
Published on: Oct 29, 2015
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: Volume open
Related subjects:
© 2015 Ioana Olteanu, Radu Marian Canarache, Mihai Budescu, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.