Open Access
Issue |
MATEC Web Conf.
Volume 258, 2019
International Conference on Sustainable Civil Engineering Structures and Construction Materials (SCESCM 2018)
|
|
---|---|---|
Article Number | 05027 | |
Number of page(s) | 11 | |
Section | Structural Dynamics and Earthquake Engineering, Structures in Severe Environment, Structural Analysis | |
DOI | https://doi.org/10.1051/matecconf/201925805027 | |
Published online | 25 January 2019 |
- R D Bertero, V V Bertero, Performance Based Seismic Engineering: Development and Application of a Comprehensive Conceptual Approach to Design of Building, Chapter 8 of Earthquake Engineering from Engineering Seismology to Performance Based Engineering, CRC Press, (2004) [Google Scholar]
- M Bagheri, M Miri, Performance based design in earthquake engineering, 5th International Congress in Civil Engineering, Ferdowsi University of Marshad, Iran, (2010). [Google Scholar]
- H Hastemoglu, Seismic performance evaluation of reinforced concrete frames, IOSR J. Mech. and Civil Eng., Vol. 12, Issue 5, 2015, pp.123–131. [Google Scholar]
- M Zameeruddin, K K Sangle, Review on Recent Developments in the Performance Based Seismic Design of Reinforced Concrete Structures. Structures, Vol. 6, (2016), pp.119–133. [CrossRef] [Google Scholar]
- M Zameerudin, K K Single, Seismic Damage Assessment of Reinforced Concrete Using NonLinear Static Analyses, J. Civil Eng., 21(4), (2017), pp.1319–1330. [Google Scholar]
- M Rodriguez, A measure of the capacity of earthquake ground motions to damage structures, J. Earthq. Eng. and Struct. Dyn. (EESD), Vol. 23, No.5, (1994), pp.627–643. [CrossRef] [Google Scholar]
- H B Ozmen, M Inel, Damage potential of earthquake records for RC building Stocks, J. Earthq. and Struct., Vol.10, No.6, (2016), pp.1315–1330. [Google Scholar]
- L Danciu, Development of a system to assess the earthquake damage potential for buildings: Intensiometers, PhD Thesis University of Patras, Greece, (2006), 253p. [Google Scholar]
- H Sucuoglu, A Nurtug, Earthquake ground motion characteristics and seismic energy dissipations, J. Earthq. Eng. and Struct. Dyn. (EESD), Vol. 25, (1995), pp. 1195–1213. [Google Scholar]
- A Elenas, Seismic-Parameter-Based Statistical Procedures for the Approximate Assessment of Structural Damage, Mathematical Problem in Engineering Research Article, (2014), 22p. [Google Scholar]
- N Buratti, A Comparison of the performances of various ground motion intensity measures, The 15th Worlrd Conference on Earthquake Engineering, Lisboa, (2012) [Google Scholar]
- Y Cheng, Intensity measures for seismic response prediction and associated ground motion selection and modification, Doctorate Dissertation, Department of Structural Engineering and Geotechnics, Sapienza University of Rome, (2013). [Google Scholar]
- C Doniga, Performance Based Designed-State of the Art, Faculty of Civil Engineering and Building Sciences, Gheorghe Asachi Technical University of Iasi, (2014). [Google Scholar]
- H Jiang, B Fu, L Chen, Damage control Seismic Design Of Moment Resisting Frame Buildings, J. Asian Arch. and Eng. Build., Vol. 12, No.1, (2013), p.49–56 [CrossRef] [Google Scholar]
- A Bagchi, Evaluation of the seismic performance of Reinforced Concrete Buildings, PhD Thesis, Department of Civil and Environmental Engineering, Carleton University, Ottawa, Canada, (2001), 257 p. [Google Scholar]
- R Sinha, S R Shiradhonkar, Seismic damage index for classification of structural damage-closing the loop, The 15th World Conference on Earthquake Engineering, Lisboa, (2012). [Google Scholar]
- Y J Park, Ang A H S, Mechanistic Seismic Damage Model for Reinforced Concrete, J. Struct. Eng. Div. ASCE, Vol. 111, No.4, (1995), pp.722–739 [CrossRef] [Google Scholar]
- SNI 1726, Tata cara perencanaan ketahanan gempa untuk bangunan gedung dan non gedung, Badan Standarisasi Nasional, (2002), 138p. [Google Scholar]
- SNI 2847, Persyaratan beton structural untuk bangunan gedung, Badan Standarisasi Nasional, (2013), p. 255 [Google Scholar]
- W K Tso, T J Zhu, A C Heidebrecht, Engineering implication of ground motion A/V ratio, J. Soil Dyn. and Earthg. Eng., 11, (1992) pp.133–144 [Google Scholar]
- A J Carr, Ruaumoko Program Library, University of Canterbury, Christchurch, New Zealand, 1998. [Google Scholar]
- Pavlenko, “Physical mechanism of high peak ground acceleration (> 1g) in strong ground motion (Tohuku earthquake of March 11, 2011 as an example)”, The 2nd European Conference on Earthquake Engineering and Seismology, Istanbul Turkey, (2014) [Google Scholar]
- T Furumura T, S Takemura, S Noguchi, T Takemoto, T Maeda, K Iwai, S Padhy, Strong Ground Motion from the 2011 off-the Pacific Coast - of-Tohuku, Japan (Mw9.0) earthquake obtained from a dense nationwide seismic networks, Landslides, 8, (2011), pp.333–338. [Google Scholar]
- V V Bertero, The Seismological and Engineering aspects of the January 17, 1995 Hyogoken-Nanbu (Kobe) Earthquake, Earthquake Engineering Research Centre, University of Berkeley, California, Report No:UBC/EERC/95/10, 250p. [Google Scholar]
- B Bradley, 22 February 2011 Christchurch Earthquake: Are we adequately characterizing extreme/rare events?, Department of Civil Engineering, University of Canterbury, Christchurch New Zealand, (2011), [Google Scholar]
- A Ghobarah, On drift limits associated with different damage levels, Department of Civil Engineering, McMaster University, Hamilton, Canada, (2004) [Google Scholar]
- A Ghobarah, Performance based design in earthquake engineering: State of the development, Engineering Structures, 23, (2001), pp.878–884 [CrossRef] [Google Scholar]
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