Results 81 to 90 of about 16,789 (234)
As seismic design paradigms shift toward functional recovery, there is a need for efficient methods to achieve desired decision variables (DVs), such as probability of replacement, repair cost, and downtime of the building, for seismically isolated buildings.
Huy G. Pham, Tracy C. Becker
wiley +1 more source
ABSTRACT This study develops a comprehensive framework for assessing time and state‐dependent aftershock damage accumulation under an M9.0 megathrust interface earthquake in the Cascadia Subduction Zone (CSZ). The framework integrates aftershock probabilistic seismic hazard analysis (APSHA) and state‐dependent fragility analysis (SDFA) within a ...
Hongzhou Zhang, Yazhou Xie
wiley +1 more source
Seismic Retrofitting of Corner RC Beam-Column Joints with Floor Slab: Numerical Assessment of Hybrid and Composite Systems [PDF]
This paper presents a finite element investigation into the seismic performance and retrofitting of corner RC beam-column joints with an attached floor slab—a realistic detail often neglected in previous studies.
Rusul Sfoog Humairy +3 more
doaj +1 more source
The use of FRPs in seismic repair and retrofit: experimental verification [PDF]
The application of FRPs in the seismic repair and retrofit of structures is addressed. The results from a few tests on full-scale structures, repaired and/or retrofitted with composites, performed at the ELSA laboratory are presented and ...
Colombo, A. +3 more
core +1 more source
Upon conceptualization of structural behavior, foundations in terms of their form are divided into linear (1D), planar (2D), and volumetric (3D). Regarding the load transfer mechanisms, linear foundation systems are considered vector‐acting, planar foundations are divided into section and surface‐acting, and volumetric ones are recognized as block ...
Abolfazl Eslami +4 more
wiley +1 more source
Optimizing seismic performance: Integrating friction dampers into spherical liquid tanks
This study addresses the vital challenge of ensuring the safe storage of Liquid Natural Gas (LNG) in spherical tanks during seismic events, focusing on the crucial balance between meeting seis- mic performance criteria and mitigating economic losses due ...
Mehmet Fatih Altan, Yunus Uçar
doaj +1 more source
Buildings constructed with non-seismic details are at risk of damage and collapse when an earthquake occurs due to a lack of strength, stiffness, and ductility.
Kyong Min Ro +2 more
doaj +1 more source
Dynamic one-sided out-of-plane behavior of unreinforced-masonry wall restrained by elasto-plastic tie-rods [PDF]
Past earthquakes have shown the high vulnerability of existing masonry buildings, particularly to out-of-plane local collapse mechanisms. Such mechanisms can be prevented if façades are restrained by tie rods improving the connections to perpendiculars ...
Al Shawa, Omar +2 more
core +1 more source
Italian buildings are mainly represented by unreinforced masonry (URM) constructions, which were mostly built before 1970, often without respecting seismic design criteria.
Antonio Formisano +2 more
doaj +1 more source
Seismic Retrofitting of Existing Industrial Steel Buildings: A Case-Study. [PDF]
Tartaglia R +3 more
europepmc +1 more source

