مدل های رگرسیونی مبتنی بر یادگیری ماشین برای تخمین هزینه ی مقاوم سازی لرزه یی ساختمان های مصالح بنایی
محل انتشار: مجله ی مهندسی عمران شریف، دوره: 38، شماره: 1
سال انتشار: 1401
نوع سند: مقاله ژورنالی
زبان: فارسی
مشاهده: 223
نسخه کامل این مقاله ارائه نشده است و در دسترس نمی باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
این مقاله در بخشهای موضوعی زیر دسته بندی شده است:
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_SJCE-38-1_003
تاریخ نمایه سازی: 16 مهر 1401
چکیده مقاله:
Retrofit actions are amongst the most commonly used measures for reducing the seismic vulnerability of buildings. For any given building, multiple seismic retrofit options are often available. Each option has specific requirements, cost, and performance. Estimating the cost of each candidate action is essential to the selection, planning, and implementation of seismic retrofit initiatives. Primary cost estimation plays a vital role in allocating budget for retrofit projects. Past studies used a variety of methods to develop cost estimation models. This research harnesses the capabilities of various regression models via modern machine learning methods for cost estimation. A dataset from ۱۶۷ retrofit projects for masonry school buildings in Iran was used to develop models. Three main retrofit actions were implemented in the projects, namely Shotcrete, Steel belt, and Fiber reinforced polymer. Several regression methods including multiple linear regression, ridge regression, lasso regression, and also elastic net regression were applied to the dataset. The proposed framework comprised ۱۲ models, which were attained by four regression methods on three retrofit actions. The cross-validation method was used for model evaluation in order to use all available data for training and testing. The model at the beginning of the development process contained all the probable effective parameters. Next, to increase the simplicity and accuracy of the models, a simple model reduction method was implemented. This model reduction method eliminated almost two-thirds of the parameters in the majority of basic models. Then, the candidate models were evaluated in terms of quantity and quality of prediction, heteroscedasticity, autocorrelation of residuals, and non-normality. This paper identifies the height of the building as the most influential parameter governing retrofit cost. Furthermore, lateral area of walls, footprint area, and added lateral strength are influential in the mentioned retrofit actions. This research contributes to enhancing the understanding of the factors, the effects, and the costs of the retrofit actions.
کلیدواژه ها:
نویسندگان
جواد میرزائی
دانشکده ی مهندسی عمران، دانشگاه صنعتی شریف
حسین امیری
دانشکده ی مهندسی عمران، دانشگاه صنعتی شریف
حامد خالقی
دانشکده ی مهندسی عمران، دانشگاه صنعتی شریف
حامد کاشانی
دانشکده ی مهندسی عمران، دانشگاه صنعتی شریف