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Jurnal Teknik Sipil, 2022 Indonesia has undergone several earthquake regulations updates, starting from Peraturan Muatan Indonesia 1970 to SNI 1726:2019. This update requires earthquake loads with a larger return period.
Adi Nugroho Santoso, Made Dharma Astawa
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Nonlinear Time History Analysis of Flat Slab Structure With OpenSees Navigator
MEDIA KOMUNIKASI TEKNIK SIPIL, 2022 Structural systems that do not use a beam as the main component were first developed by Turner in 1906. This structural system is better known as a flat slab. The flat slab structure is supported by column heads and drop panels, or without drop panels, or without column heads.
Samsul A Rahman Sidik Hasibuan +2 more
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Nonparametric Bayesian hazard rate models based on penalized splines [PDF]
, 2003 Extensions of the traditional Cox proportional hazard model, concerning the following features are often desirable in applications: Simultaneous nonparametric estimation of baseline hazard and usual fixed covariate effects, modelling and detection of ...
Fahrmeir, Ludwig, Hennerfeind, Andrea
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Evaluation of efficiency index of friction energy dissipation devices using endurance time method [PDF]
Numerical Methods in Civil Engineering, 2020 Various methods have been presented to improve the performance of buildings against earthquakes. Friction damper device is one of the energy dissipation devices that appropriately absorbs and dissipates the input energy and decreases displacements.
Amir Shirkhani +2 more
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Assessment of FEMA356 nonlinear static procedure and modal pushover analysis for seismic evaluation of buildings [PDF]
, 2012 Nonlinear static analysis as an essential part of performance based design is now widely used especially at design offices because of its simplicity and ability to predict seismic demands on inelastic response of buildings.
Khoshnoud, Hamid Reza +1 more
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Reservoir water effects on earthquake performance evaluation of Torul Concrete-Faced Rockfill Dam
Water Science and Engineering, 2009 This study presents earthquake performance analysis of the Torul Concrete-Faced Rockfill (CFR) Dam with two-dimensional dam-soil and dam-soil-reservoir finite element models.
Alemdar BAYRAKTAR +2 more
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The Comparison of the IDA and ET on Steel Structures Rehabilitated by Isolators [PDF]
Journal of Rehabilitation in Civil Engineering, 2014 Endurance time (ET) method is a relatively new performance-based earthquake method for structural evaluation and design. In this method, the structure is subjected to a gradually intensifying accelorogram(s) and its performance is assessed based on the ...
Hamed Arshadi +2 more
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CivilEng, 2023 This paper aims to guide structural engineers on how to apply the rapid nonlinear time history analysis (RNLTHA) procedure effectively to predict seismic demand, taking into account ductility and overstrength, and effects of dynamic phenomena including ...
Prashidha Khatiwada +3 more
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Nonlinear Time History Analysis for Seismic Effects on Reinforced Concrete Building
Nigerian Journal of Technological Development, 2023 A typical Reinforced Concrete (RC) building frame comprising of RC columns and connecting beams that participates in resisting the earthquake forces. Due to earthquake, reversal tension generates at both faces of a beam and column; and hence damage occur in the frame for the disability of tension carrying capacity of concrete. Therefore, the structural
A. Hasan +3 more
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Fragility Curve Analysis of Medium Cable Stayed Bridge
Civil and Environmental Engineering, 2021 The seismic performance of a bridge can be shown by analyzing the vulnerability of the structure in resisting an earthquake motion and then developing into fragility curves. This study presents a convenient method to establish the fragility curve for the
Masrilayanti Masrilayanti +4 more
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