Results 1 to 10 of about 1,084 (265)

IMPAβ: Incremental Modal Pushover Analysis for Bridges [PDF]

open access: yesApplied Sciences (Switzerland), 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
Davide Lavorato   +2 more
exaly   +7 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

Numerical Simulation of the Seismic Damage of Daikai Station Based on Pushover Analyses

open access: yesBuildings, 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
doaj   +1 more source

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

Predicting Maximum and Cumulative Response of A Base-isolated Building Using Pushover Analysis

open access: yesBuildings, 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
doaj   +1 more source

Seismic Assessment of the Archangeloi (Başmelekler) Church in Kumyaka, Türkiye

open access: yesBuildings, 2023
This study describes the seismic assessment of the Archangeloi (Başmelekler) Church in Kumyaka (Sige), Türkiye. The Archangeloi Church is an important religious monument that has survived to the present day from the eighth century. Through field surveys,
Baris Gunes
doaj   +1 more source

Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions

open access: yesApplied 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
doaj   +1 more source

Influence of soil to structure stiffness on the accuracy of the pushover method for underground structures

open access: yesEarthquake Research Advances, 2022
The pushover method for underground structures is a seismic analysis method featured by high calculation accuracy and a simple implementation process. The method has been widely used in seismic design and other related scientific research; however, the ...
Qi Wu, Yifeng Zhou, Jiawei Jiang
doaj   +1 more source

Performance Assessment of Multi-story Building After 24 Years in Service

open access: yesAceh International Journal of Science and Technology, 2023
Any public infrastructure has a set service life limit. In the Indonesian case, the public building has a 50-year design life. This paper presents a performance assessment of a multiple-story building in Aceh-Indonesia.
Taufiq Saidi*   +4 more
doaj   +1 more source

Home - About - Disclaimer - Privacy