دانشگاه سمنان

 آمار

تعداد نشریات21
تعداد شماره‌ها628
تعداد مقالات9,179
تعداد مشاهده مقاله67,527,470
تعداد دریافت فایل اصل مقاله8,062,118
Mohseni Moghaddam, Mahtab, Dehghani, Ehsan, Bitaraf, Maryam. (1404). A Damage Detection Approach for Cable-Stayed Bridges Using Displacement Responses and Mahalanobis Distance. نشریه هنرهای کاربردی, 13(2), 47-63. doi: 10.22075/jrce.2024.33273.1995
Mahtab Mohseni Moghaddam; Ehsan Dehghani; Maryam Bitaraf. "A Damage Detection Approach for Cable-Stayed Bridges Using Displacement Responses and Mahalanobis Distance". نشریه هنرهای کاربردی, 13, 2, 1404, 47-63. doi: 10.22075/jrce.2024.33273.1995
Mohseni Moghaddam, Mahtab, Dehghani, Ehsan, Bitaraf, Maryam. (1404). 'A Damage Detection Approach for Cable-Stayed Bridges Using Displacement Responses and Mahalanobis Distance', نشریه هنرهای کاربردی, 13(2), pp. 47-63. doi: 10.22075/jrce.2024.33273.1995
Mohseni Moghaddam, Mahtab, Dehghani, Ehsan, Bitaraf, Maryam. A Damage Detection Approach for Cable-Stayed Bridges Using Displacement Responses and Mahalanobis Distance. نشریه هنرهای کاربردی, 1404; 13(2): 47-63. doi: 10.22075/jrce.2024.33273.1995

A Damage Detection Approach for Cable-Stayed Bridges Using Displacement Responses and Mahalanobis Distance

Journal of Rehabilitation in Civil Engineering
مقاله 3، دوره 13، شماره 2 - شماره پیاپی 38، مرداد 2025، صفحه 47-63
نوع مقاله: Regular Paper
شناسه دیجیتال (DOI): 10.22075/jrce.2024.33273.1995
نویسندگان
Mahtab Mohseni Moghaddam1؛ Ehsan Dehghani* 2؛ Maryam Bitaraf3
1Ph.D. Candidate, Department of Civil Engineering, University of Qom, Qom, Iran
2Associate Professor, Faculty of Civil Engineering, University of Qom, Qom, Iran
3Assistant Professor, Faculty of Civil Engineering, University of Tehran, Tehran, Iran
تاریخ دریافت: 23 بهمن 1402،  تاریخ بازنگری: 06 خرداد 1403،  تاریخ پذیرش: 11 مرداد 1403 
چکیده
Given the crucial role of cable-stayed bridges in infrastructure, continuous health monitoring throughout their lifespan is imperative. To achieve this purpose, a damage detection approach for cable-stayed bridges under loading was presented. This method aimed to assess the condition of cable-stayed bridges through phase space analysis of time domain responses. Displacement responses were utilized to minimize the need for extensive sensor deployment. Damage was identified by analyzing variations in the Mahalanobis distance index curve between intact and damaged models. This method was evaluated for effectiveness through a numerical case study. The case study involved damage design in the deck and cables of the Puqian cable-stayed bridge. The results demonstrated that this method can efficiently detect the damage location in the cable-stayed bridge and exhibited anti-noise capability in identifying the location of damage, especially for cables. Its accuracy at a noise level of 30 dB was 76.5%, 5.56%, and 75% for cable, deck, and combined cable and deck scenarios, respectively. This method can serve as a rapid and continuous monitoring tool for damage detection in cable-stayed bridges, with minimal traffic disruption and relying solely on deck displacement responses.
کلیدواژه‌ها
Cable-stayed bridges؛ Damage detection؛ Displacement response؛ Mahalanobis distance؛ Structural health monitoring
آمار
تعداد مشاهده مقاله: 291


سامانه مدیریت نشریات علمی. قدرت گرفته از سیناوب