###### Abstract
The findings contribute to the understanding and development of effective monitoring and maintenance strategies for chloride-induced deterioration [9]. The deterioration of an industrial reinforced concrete structure exposed to high temperatures and dry-wet cycles was investigated by [PERSON] et al. [10]. The authors sought to gain insights into the effects of these environmental conditions on the structural performance and durability of concrete. Through visual inspections, material testing, and structural analysis, they evaluated the extent of deterioration and identified the underlying mechanisms. The study revealed significant damage, including cracking, spalling, and strength loss, resulting from the combined effects of high temperatures and cyclic moisture changes. These findings underscored the importance of considering these factors in the design and maintenance of reinforced concrete structures exposed to harsh environments. [PERSON] et al. 's research contributes to the understanding of the impact of extreme conditions on concrete performance and provides valuable implications for enhancing the resilience and durability of such structures [10]. [PERSON] et al. [11] examined the structural performance deterioration of corroding reinforced concrete columns in marine environments. The authors focused on the effects of corrosion on the load-carrying capacity, stiffness, and ductility of the columns. They conducted experimental tests and numerical simulations to evaluate the deterioration mechanisms and quantify the extent of performance degradation. The study revealed that corrosion significantly reduced the strength and ductility of the columns, leading to a higher risk of structural failure. The findings emphasized the importance of corrosion protection measures and regular maintenance to ensure the safety and durability of reinforced concrete structures in marine environments [11]. The structural performance of deteriorating reinforced concrete structures was investigated by [PERSON] and [PERSON] [12]. The authors aimed to assess the influence of various deterioration mechanisms, including corrosion, cracking, and spalling, on the structural behavior of concrete elements. Through a combination of experimental tests and numerical simulations, they evaluated parameters such as load-carrying capacity, stiffness, and deformation characteristics of deteriorated structures. The study yielded valuable insights into the progressive deterioration of reinforced concrete and its implications for structural performance. The findings emphasized the significance of regular inspections, as well as the implementation of appropriate maintenance and repair strategies, to ensure the safety and long-term durability of deteriorating reinforced concrete structures. [PERSON] and [PERSON]'s research contributes to the understanding of the behavior of deteriorated concrete structures and provides guidance for mitigating the adverse effects of deterioration on their performance [12]. [PERSON] et al. [13] provided an overview of the cyclic response of reinforced concrete members subjected to artificial chloride-induced corrosion. The authors aimed to understand the structural behavior of concrete elements under the combined effects of cyclic loading and chloride-induced corrosion. They reviewed experimental studies and numerical simulations to analyze the deterioration mechanisms, including cracking, loss of bond, and reduction in load-carrying capacity. The study highlighted the importance of considering the cyclic behavior of corroded reinforced concrete in structural design and maintenance practices. The findings contribute to the understanding of the performance of deteriorated concrete structures in chloride-rich environments [13; 14]. Moreover, artificial intelligence find extensive applications in the field of structural engineering, as demonstrated by numerous studies [15; 16; 17; 18; 19; 20; 21; 22; 23; 24].