Results 1 to 10 of about 993 (245)
IMPAβ: Incremental Modal Pushover Analysis for Bridges [PDF]
Applied Sciences, 2020 In the present study, the incremental modal pushover analysis (IMPA), a pushover-based approach already proposed and applied to buildings by the same authors, was revised and proposed for bridges (IMPAβ). Pushover analysis considers the effects of higher
Alessandro Vittorio Bergami +4 more
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Pushover Analysis of I-5 RAVENNA Bridge
Electronic Journal of Structural Engineering, 2011 Nonlinear pushover analysis is a powerful tool for evaluating the inelastic seismic behavior of structures. This paper presents a detailed seismic analysis of a complex bridge. The I-5 Ravenna Bridge was assessed through nonlinear pushover analyses that
R. Shafiei-Tehrany +2 more
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Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art
مجلة النهرين للعلوم الهندسية, 2021 In this study, previous researches were reviewed in relation to the seismic evaluation and retrofitting of an existing building. In recent years, a considerable number of researches has been undertaken to determine the performance of buildings during the
Haider Ali Abass, Husain Khalaf Jarallah
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Numerical Simulation of the Seismic Damage of Daikai Station Based on Pushover Analyses
Buildings, 2023 Numerical analysis is an important method for the study of seismic performance of underground structures. Current research on the seismic damage of Daikai station and the subway tunnel during the Great Hanshin earthquake mainly focuses on the dynamic ...
Yuefeng Yang +3 more
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Typology of NSPA pushover curves and surfaces for 3D performance-based seismic response of structures [PDF]
Građevinski Materijali i Konstrukcije, 2013 This paper presents a typology of pushover curves and the originally developed pushover surfaces based on the generalization of the nonlinear response of the 3D system to the earthquake action.
Ćosić Mladen, Brčić Stanko
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Effectiveness of modified pushover analysis procedure for the estimation of seismic demands of buildings subjected to near-fault ground motions having fling step [PDF]
Natural Hazards and Earth System Sciences, 2013 Near-fault ground motions with long-period pulses have been identified as being critical in the design of structures. These motions, which have caused severe damage in recent disastrous earthquakes, are characterized by a short-duration impulsive motion ...
A. Mortezaei, H. R. Ronagh
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Predicting Maximum and Cumulative Response of A Base-isolated Building Using Pushover Analysis
Buildings, 2020 The evaluation of the maximum and cumulative response is an important issue for the seismic design of new base-isolated buildings. This study predicts the maximum and cumulative response of a 14-story reinforced concrete base-isolated building using a ...
Kenji Fujii +2 more
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Review on Pushover Analysis Procedures
International Journal of Advanced Research in Science, Communication and Technology, 2023 Pushover analysis was the recommended method of seismic analysis before this generation. Even though Non-Linear Time History analysis is a recommended method of practice for the current generation due to its accuracy, Pushover analysis has the capability which gives much more flexibility and information on its final results.
null M Sam Horrison +2 more
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Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) [PDF]
Jurnal Teknik Sipil, 2020 Abtract Existing special bridges such as cable-stayed bridges which are complex in structure need to be evaluated against SNI 1725:2016 and SNI 2833:2016. Dr. Ir. Soekarno Bridge located in Manado, North Sulawesi, was used as case study.
Frans Sinatra +2 more
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Applied Sciences, 2020 Near-fault events can cause severe damage to civil structures, including bridges. Many studies have demonstrated that the seismic assessment is not straightforward.
Alessandro Vittorio Bergami +4 more
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