Investigation of Industrial Structure Performances in The Hatay and Gaziantep Provinces During the Türkiye Eearthquakes on February 6, 2023
Künye
ÖZTÜRK, Sezer, Elif ALTUNSU, Onur GÜNEŞ & Ali SARI. "Investigation of Industrial Structure Performances in The Hatay and Gaziantep Provinces During the Türkiye Eearthquakes on February 6, 2023". Soil Dynamics and Earthquake Engineering, 179 (2024): 1-16.Özet
The seismic events of magnitudes 7.7 and 7.6 that occurred in the Pazarcik and Elbistan districts of Kahramanmaras,
respectively, resulted in a disastrous aftermath characterized by a substantial loss of life, injuries
affecting a multitude of individuals, and extensive structural failures. The present investigation encompasses the
comprehensive assessments carried out by research team pertaining to industrial structures in the wake of these
catastrophic seismic events. These evaluations were centered on various categories of structures, including liquid
storage tanks, silos designed for the storage of grain-like materials, prefabricated reinforced concrete structures,
and low-rise steel industrial buildings. Wall buckling damage caused by the impulsive and convective effects of
the fluid has been detected in liquid storage tanks. Additionally, one of the tanks at the oil storage facility has
toppled on account of inadequate anchoring. Maize silos, displaying variations in design such as columnsupported
and ground-supported configurations, displayed noticeable structural damage at their base connections.
Additionally, the internal pressure generated on the silo walls during the seismic event led to structural
rupture, causing the discharge of grain-like agricultural commodities. Various types of damage were also
determined in precast structures. Inadequate connections between columns and beams, plastic hinges in columns,
and collapse of infill walls are examples of such damage. The significance of connections in low-rise steel
structures was also demonstrated in this earthquake. Furthermore, one contributing factor to structural damage
is the significant discrepancy in stiffness between different orientations of such structures. The study clarifies
both the manifestations of structural damages and their underlying causative factors related to strong ground
motion, while also delineating recommended precautionary measures.