Comparison of wind turbine tower failure modes under seismic and wind loads [PDF]
This paper studies the structural responses and failure modes of a 1.5-MW horizontal-axis wind turbine under strong ground motions and wind loading. Ground motions were selected and scaled to match the two design response spectra given by the seismic ...
Bitsuamlak, G. +4 more
core +1 more source
A nonlinear macroelement formulation for the seismic analysis of masonry buildings [PDF]
A macroelement is presented for the nonlinear dynamic analysis of masonry structures under seismic actions. The macroelement, developed in the framework of the equivalent frame model, has a force-based formulation and accounts for flexural and shear ...
Addessi, D. +2 more
core +1 more source
Predicting Maximum and Cumulative Response of A Base-isolated Building Using Pushover Analysis
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
IMPAβ: Incremental Modal Pushover Analysis for Bridges
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
Alessandro Vittorio Bergami +4 more
doaj +1 more source
Maneuverability assessment of a compound helicopter configuration [PDF]
The compound helicopter design could potentially satisfy the new emerging requirements placed on the next generation of rotorcraft. The main benefit of the compound helicopter is its ability to reach speeds that significantly surpass those of the ...
Ferguson, Kevin, Thomson, Douglas
core +1 more source
IMPA versus Cloud Analysis and IDA: Different Methods to Evaluate Structural Seismic Fragility
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
doaj +1 more source
Evaluation of Reduction Factors for Vertically Irregular RC Frames: Conventional vs. Adaptive Pushover Analysis [PDF]
The significant computational demand of Nonlinear Time-History Analysis (NTHA) often leads seismic design practitioners to opt for the more efficient Nonlinear Static Pushover Analysis.
M. Soliman +3 more
doaj +1 more source
Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames [PDF]
Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors.
Alireza Habibi, Reza gholami
doaj
Seismic Assessment of the Archangeloi (Başmelekler) Church in Kumyaka, Türkiye
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
Seismic vulnerability of RC buildings in Polog valley [PDF]
A procedure for evaluation of seismic vulnerability of RC buildings has been proposed. Applying the nonlinear static “pushover” analysis, the parameters of nonlinear behavior of the selected set of reinforced concrete buildings have been defined.
Enis JAKUPI +2 more
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