Results 91 to 100 of about 2,099 (210)
Estimating Arias Intensity From Response Spectrum
ABSTRACT Arias intensity serves as a crucial metric to measure ground motion energy and is extensively utilized in earthquake engineering to analyze structural damage, slope instability, and the potential for soil liquefaction. Nevertheless, in many practical design scenarios, only the response spectrum is available, without corresponding information ...
Longfei You +2 more
wiley +1 more source
Seismic Meta‐Fragility Functions
ABSTRACT Fragility functions make for one of the three key components of probabilistic seismic risk analysis, along with hazard and consequence and/or exposure models. They are, in principle, construction‐specific; however, risk analysis is more often performed on a larger (e.g., regional) scale. In this case, so‐called typological fragility curves are
Iunio Iervolino, Georgios Baltzopoulos
wiley +1 more source
The results of masonry and reinforced masonry research
B. S. Sokolov, A. B. Antakov
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La inclusión de armaduras de acero en las fábricas con las que se constituyen muros, pilares y otros elementos resistentes en los edificios, se ha ido generalizando en el mundo por las ventajas técnicas que presenta. En España se está ahora iniciando su empleo y aún no existe normativa específica para el cálculo y dimensionado de los elementos de ...
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This paper presents the development of analytical fragility and vulnerability functions for flexure‐controlled partially grouted reinforced masonry (RM) buildings that are representative of Colombian urban areas, with the goal of enhancing national seismic risk assessments.
Juan C. Reyes +4 more
wiley +1 more source
Adaptation of Concrete Model to 3D Printing Technology
This study presents the results of adapting an existing mathematical model of concrete, originally based on the isotropic properties of traditional cast concrete, to the conditions of 3D printing technology using layer-by-layer horizontal extrusion.
Oleg Kabantsev
doaj +1 more source
Interaction diagrams for reinforced masonry
Structural engineering report SER 75 | SER-ID ...
Feeg, C. H., Warwaruk, J.
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From Observed Damage to Executable Repair Quantities: The RELA Repair Module
Postearthquake workflows currently support three distinct classes of decisions: safety clearance through rapid tagging, portfolio‐level economic damage estimation through probabilistic loss models, and field inspections based on locally defined survey forms, which may subsequently trigger project‐specific strengthening through retrofit design. However,
Zoran Stojadinović +6 more
wiley +1 more source
A Bayesian Framework for Empirical Estimation of Post‐Earthquake Building Inspection Time
Building safety inspections can be an impeding determinant of post‐earthquake recovery, yet their durations remain inadequately quantified because fine‐grained operational data are rarely available. Here, we present a probabilistic Bayesian framework to quantify building‐level inspection time, calibrated against a comprehensive multiagency dataset from
Lianyan Li +3 more
wiley +1 more source
Localized failures of structural components can lead to serious social, economic, and environmental consequences, such as the collapse of an entire structure or part of it.
Sergei Y. Savin +2 more
doaj +1 more source

