Pushover analysis for estimating seismic demand of elliptic braced moment resisting frames
Građevinar, 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
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Elastic-Plastic Seismic Performance for Jacket Platform Based on Improved Modal Pushover Method
Shanghai Jiaotong Daxue xuebao, 2021 In connection with the elastic-plastic failure problem of offshore jacket platform subjected to a powerful earthquake, an improved modal pushover method based on performance design is proposed. The elastic-plastic seismic performance and failure modes of
LIU Hongbing +4 more
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Applied 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
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Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part A: Steel Braced Frames [PDF]
Journal of Rehabilitation in Civil Engineering, 2013 The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover ...
R. C. Barros +3 more
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IMPA versus Cloud Analysis and IDA: Different Methods to Evaluate Structural Seismic Fragility
Applied Sciences, 2022 Well-known methods for seismic performance assessment, such as incremental dynamic analysis (IDA), multi-stripes analysis (MSA) and the cloud method, involve nonlinear response time-history analyses to characterize the relationship between the chosen ...
Carlotta Pia Contiguglia +3 more
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Buildings, 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
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Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part B: R/C Frames [PDF]
Journal of Rehabilitation in Civil Engineering, 2014 The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover ...
R. C. Barros +3 more
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Modal pushover analysis on reinforced concrete arch bridge to estimate seismic responses [PDF]
E3S Web of Conferences, 2020 This paper presents an evaluation study of the performance of reinforced concrete arch bridge structures under earthquake load. The study is aimed to investigate the seismic performance of Wreksodiningrat Bridge, located in the province of Yogyakarta ...
Murdiansyah Lukman +2 more
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Modelling, identification and structural damage investigation of the Neoria monument in Chania
Developments in the Built Environment, 2022 The structural behavior of Neoria masonry monument is studied here. The determination of structural and material properties of a partially collapsed monument and the evaluation of existing damages and their importance for further restoration studies are ...
Barbara Charalambidi +7 more
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Seismic Evaluation of Frame with Belt Truss by Incremental Modified Pushover Analysis (IMPA) [PDF]
Journal of Structural and Construction Engineering, 2021 Nowadays, nonlinear static and dynamic analyses methods are rapidly expanding to evaluate the seismic performance of structures. Nonlinear dynamic analyses methods require a large amount of computations and are relatively time consuming.
Hamed Gholami Heidarabadi +2 more
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