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M. Inel, H. Ozmen (2006)
Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildingsEngineering Structures, 28
Integrated Software for Structural Analysis and Design-Analysis Reference Manual
Indian Standard (1993)
DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES SUBJECTED TO SEISMIC FORCES -CODE OF PRACTICE
H. Krawinkler, G. Seneviratna (1998)
PROS AND CONS OF A PUSHOVER ANALYSIS OF SEISMIC PERFORMANCE EVALUATIONEngineering Structures, 20
W. Iwan, J. Moehle (2005)
Improvement of Nonlinear Static Seismic Analysis Procedures
E. Dipasquale, A. Çakmak (1990)
Seismic damage assessment using linear modelsSoil Dynamics and Earthquake Engineering, 9
Q. Xue, Chia-wei Wu, Cheng-Chung Chen, Kuo-Ching Chen (2008)
The draft code for performance-based seismic design of buildings in TaiwanEngineering Structures, 30
(1996)
Applied Technology Council, ATC-40, Seismic Evaluation and Retrofit of Concrete Buildings, vols
(2000)
Pre-standard and commentary for the seismic rehabilitation of buildings
K Rama Raju, A Cinitha, P Kamatchi, K Nagesh, K Iyer, N Lakshmanan (2009)
Estimation of enhanced design base shear requirement for RC buildings designed as per IS:1893–1966 1984 by seismic coefficient methodJ. Inst. Eng. India Ser., 36
N. Lakshmanan (2006)
SEISMIC EVALUATION AND RETROFITTING OF BUILDINGS AND STRUCTURES, 43
(2002)
Formulation of guidelines for assessment of strength and performance of existing buildings and recommendations on retrofitting schemes to ensure resistance to earthquakes
Verification of pushover analysis method with static load testing
S. Choudhury, S. Singh (2013)
A Unified Approach to Performance-Based Design of RC Frame BuildingsJournal of The Institution of Engineers (India): Series A, 94
Young-ji Park, A. Ang (1985)
Mechanistic Seismic Damage Model for Reinforced ConcreteJournal of Structural Engineering-asce, 111
K. Raju, A. Cinitha, P. Kamatchi, N. Lyer (2009)
Estimation of Enhanced Design Base Shear for Strengthening the Existing RC Buildings Designed as per IS Codes prior to IS:1893 - 2002 by Seismic Coefficient MethodJournal of the Institution of Engineers. India. Civil Engineering Division, 90
A. Kappos (1991)
Analytical prediction of the collapse earthquake for R/C buildings: Suggested methodologyEarthquake Engineering & Structural Dynamics, 20
Damage indices (proposed model) versus VI (bldg )
K. Raju, A. Cinitha, N. Iyer (2012)
Seismic performance evaluation of existing RC buildings designed as per past codes of practiceSadhana, 37
S. Freeman (2004)
REVIEW OF THE DEVELOPMENT OF THE CAPACITY SPECTRUM METHOD, 41
(2002)
Damage Spectrum and Its Applications to Performance-Based Earthquake Engineering
Shibin Lin, Xie Lili, Maosheng Gong, Li Ming (2010)
Performance-based methodology for assessing seismic vulnerability and capacity of buildingsEarthquake Engineering and Engineering Vibration, 9
Manak Bhavan, Zafar Marg (2002)
CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES
This work presents a typical 6-storey reinforced concrete building frame analyzed and designed for four load cases considering the three revisions of IS:1893 and IS:456. A conceptual frame work and detailed procedure for performance evaluation of reinforced concrete framed buildings are presented against the explicit force based method described in Indian codes of practice. Modelling issues related to generation of capacity curve, the damage and vulnerability indices are discussed. Based on the studies simple expressions are suggested to estimate, the global damage indices in the hardening and elasto-plastic regions of the capacity spectra.
Journal of The Institution of Engineers (India): Series A – Springer Journals
Published: Aug 28, 2015
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