Results 41 to 50 of about 443,301 (200)
In order to study the dynamic response of timber frame in Song Dynasty palace under horizontal acceleration, a series of nonlinear time-history analysis FE models were estallihed.
Jia WAN +4 more
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The selection of structural material types can be based on analyzing the behavioral of the structure by giving a nonlinear dynamic earthquake load of time history.
Ahmad Yudi +3 more
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The Comparison of the IDA and ET on Steel Structures Rehabilitated by Isolators [PDF]
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
doaj +1 more source
Attractor reconstruction of an impact oscillator for parameter identification [PDF]
Peer ...
Baptista, Murilo Da Silva +3 more
core +1 more source
Evaluation of Advanced Nonlinear Static Procedure [PDF]
Having very simplicity, nonlinear static procedures (NSPs) are the most popular tools for estimation of structural capacity. These approaches construct a graphic display of the overall structural response via a pushover curve. The overall response of the
Mohsen Ali Shayanfar, Reza ZareBidoki
doaj
Now, procedures of design for the earthquake resistance of buildings and non-building structures SNI 1726: 2012 has been approved the procedures for seismic design for buildings SNI 1726-2002. SNI 1726: 2012 refers to the development of modern seismic regulations are due to changes in tectonic plates located on the active track on the path of ...
Yanisfa Septiarsilia +2 more
openaire +2 more sources
The methodology for seismic performance evaluation of a residential building in Indonesia with the use of seismic isolation is considered. An 8-storey reinforced concrete frame residential building with shear wall structural system was selected as a case
Zaurbek K. Abaev, Faiz Sulthan
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A quasi-static nonlinear analysis for assessing the fire resistance of 3d frames exploiting time-dependent yield surface [PDF]
In this work an automatic procedure for evaluating the axial force-biaxial bending yield surface of reinforced concrete sections in fire is proposed. It provides an accurate time-dependent expression of the yield condition by a section analysis carried ...
de Gregorio, D. +5 more
core
Seismic performance of steel moment-resisting frames is investigated through the incorporation of U-shaped metallic dampers. The primary objective is to assess the effectiveness of these dampers in mitigating seismic responses by utilizing various ...
Farhad Farajiani +4 more
doaj +1 more source
A case study on an innovative seismic performance evaluation procedure for irregular RC buildings
Assessing the structural capacity of an irregular structure requires an appropriate and robust representation of the analytical model. Conventional procedures are flawed because they lack the reversal effects of higher modes.
Resat A. Oyguc
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