Pushover-Based Seismic Capacity Evaluation of Uto City Hall Damaged by the 2016 Kumamoto Earthquake
Buildings, 2019 The seismic capacity of the main Uto City Hall building, which was severely damaged by the 2016 Kumamoto Earthquake, was evaluated by the proposed pushover-based procedure.
Kenji Fujii
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Reinforced Concrete Buildings with Plane Frame, Shear Wall with and without Openings
E3S Web of Conferences, 2018 Malaysia is situated at Sunda plate which has geographic advantage in seismic zone. However, an earthquake occurred in Sabah, east of Malaysia without a warning in 2015.
Nizamani Zafarullah +2 more
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An Estimate of the Yield Displacement of Coupled Walls for Seismic Design
International Journal of Concrete Structures and Materials, 2017 A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 stories in ...
Enrique Hernández-Montes, Mark Aschheim
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Garigliano nuclear power plant: seismic evaluation of the turbine building [PDF]
, 2011 The Italian Garigliano Nuclear Power Plant (NPP) started its energy production in 1963. At present it is in the decommissioning stage. In order to get a proper management of the radioactive waste that will be produced during the dismantling operations it
E. Faccioli +4 more
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Structural optimisation problem in support to building retrofitting decision [PDF]
, 2005 Various analysis methods, either linear elastic or non-linear, static or dynamic, are available for the performance analysis of existing buildings. Despite its advantages, it must be admitted that non-linear time history analysis can frequently become ...
Costa, A., Pinto, A., Varum, H.
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Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis
Open Construction & Building Technology Journal, 2019 Structural members subjected to strong earthquakes undergo stiffness and strength degradation. To predict accurately the seismic behaviour of structures, nonlinear static methods of analysis have been developed in scientific literature.
F. Barbagallo +4 more
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Pushover Analysis for Plan Irregular Building Structures [PDF]
, 2014 Nonlinear static procedures (NSPs), also known as “pushover methods”, represent the most used tool in the professional practice for assessment of seismic performance of building structures. Most of the methods subscribed by major seismic codes for seismic analysis of new or existing buildings have been originally defined for simple regular structures.
Mario De Stefano, Valentina Mariani
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Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation [PDF]
, 2012 Cable-stayed bridges represent nowadays key points in transport networks and their seismic behavior needs to be fully understood, even beyond the elastic range of materials.
A. Camara +19 more
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Influence Of Lateral Load Distributions On Pushover Analysis Effectiveness
AIP Conference Proceedings, 2008 The effectiveness of two simple load distributions for pushover analysis recently proposed by the authors is investigated through a comparative study, involving static and dynamic analyses of seismic response of eccentrically braced frames. It is shown that in the upper floors only multimodal pushover procedures provide results close to the dynamic ...
P. Colajanni +3 more
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Seismic response estimation of mid-rise steel moment frame buildings using a new energy-based methodology [PDF]
مهندسی عمران شریفNonlinear Time History Analysis (NTHA) contains a complex and rigorous process for structural seismic evaluation. Nonlinear static (Pushover) analysis can simplify this process.
R. Esmailzadeh Shahri, S. Eshghi
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