Results 11 to 20 of about 5,371 (304)

Review on Pushover Analysis Procedures

open access: yesInternational Journal of Advanced Research in Science, Communication and Technology, 2023
Pushover analysis was the recommended method of seismic analysis before this generation. Even though Non-Linear Time History analysis is a recommended method of practice for the current generation due to its accuracy, Pushover analysis has the capability which gives much more flexibility and information on its final results.
null M Sam Horrison   +2 more
openaire   +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

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

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

Seismic Vulnerability of Segmental Bridges with Drop-In Span by Pushover Analysis

open access: yesApplied Sciences, 2023
Insight into the application of pushover analysis to prestressed concrete segmental bridges built in the 1950s–1970s by cantilevering with medium-large span length is provided.
Piero Colajanni   +2 more
doaj   +1 more source

Pushover analysis for estimating seismic demand of elliptic braced moment resisting frames

open access: yesGrađevinar, 2022
In this paper, an innovative steel bracing system, known as the seismic response of elliptic braced moment resisting frame (ELBRF), is evaluated. ELBRF has a better structural behavior comparing to the other bracing systems and it has an architectural ...
Habib Ghasemi Jouneghani   +2 more
doaj   +1 more source

Prediction of the Maximum Seismic Member Force in a Superstructure of a Base-Isolated Frame Building by Using Pushover Analysis

open access: yesBuildings, 2019
It is essential for the seismic design of a base-isolated building that the seismic response of the superstructure remains within the elastic range. The evaluation of the maximum seismic member force in a superstructure is thus an important issue.
Kenji Fujii
doaj   +1 more source

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