Results 1 to 10 of about 8,047 (213)

Nonlinear Pushover Analysis for Steel Beam-Column Connection [PDF]

open access: yesEurasian Journal of Science and Engineering, 2017
This paper presents results of analytical evaluation conducted on beam-column connection using nonlinear static pushover analysis (NSPA) process. The aim of using this technique is to investigate the efficiency of the configuration used in conventional
Sardasht Sardar   +2 more
doaj   +2 more sources

An Energy Based Adaptive Pushover Analysis for Nonlinear Static Procedures [PDF]

open access: yesCivil Engineering Infrastructures Journal, 2016
Nonlinear static procedure (NSP) is a common technique to predict seismic demands on various building structures by subjecting a monotonically increasing horizontal loading (pushover) to the structure.
Mohsenali Shayanfar   +2 more
doaj   +2 more sources

Review of Different Pushover Analysis Methods Applied to Masonry Buildings and Comparison with Nonlinear Dynamic Analysis [PDF]

open access: yesJournal of Earthquake Engineering, 2016
This is an Accepted Manuscript of an article published by Taylor & Francis Group in Journal of Earthquake Engineering on 2016, available online at: http://www.tandfonline.com/doi/full/10.1080/13632469.2016.1210055. This article presents the comparison among different nonlinear seismic analysis methods applied to masonry buildings, i.e., pushover ...
Yohei Endo, Luca Pelà, Pere Roca
openaire   +5 more sources

Nonlinear Pushover Analysis of Retrofitted Transmission Towers Under Static Wind Loads

open access: yesBuildings
This study numerically investigated retrofitted transmission towers subjected to static wind loads using nonlinear pushover analysis, emphasizing enhanced structural resilience and safety.
Quang-Viet Vu, Hyeok-Ju Lee, Jae-Min Kim
doaj   +2 more sources

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]

open access: yesJurnal 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
doaj   +2 more sources

Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art

open access: yesمجلة 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
doaj   +1 more source

Typology of NSPA pushover curves and surfaces for 3D performance-based seismic response of structures [PDF]

open access: yesGrađevinski 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
doaj   +1 more source

A Procedure for Performing Nonlinear Pushover Analysis for Tsunami Loading to ASCE 7 [PDF]

open access: yesJournal of Structural Engineering, 2022
The new ASCE 7-16 Chapter 6 offers a comprehensive and practical methodology for the design of structures for tsunami loads and effects. While it provides prescriptive tsunami loading and design requirements, Chapter 6 also allows for the use of performance-based nonlinear analysis tools.
Marco Baiguera   +3 more
openaire   +4 more sources

Effectiveness of modified pushover analysis procedure for the estimation of seismic demands of buildings subjected to near-fault ground motions having fling step [PDF]

open access: yesNatural 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
doaj   +1 more source

Hysteresis Envelope Model of Double Extended End-Plate Bolted Beam-to-Column Joint

open access: yesBuildings, 2021
In this study, a hysteresis envelope mathematical model for the double extended end-plate bolted beam-to-column joint is proposed. The aim of a proposed joint model is to provide a more realistic behaviour of steel frames under seismic loading by using ...
Paulina Krolo, Davor Grandić
doaj   +1 more source

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