دوره 15، شماره 4 - ( 8-1404 )
جلد 15 شماره 4 صفحات 594-573 |
برگشت به فهرست نسخه ها
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Sheikhalishahi A, Ahmadi-Nedushan B. OPTIMAL DESIGN OF RIBBED SLABS: A COMPARATIVE STUDY OF ACI 318 CODES. IJOCE 2025; 15 (4) :573-594
URL: http://ijoce.iust.ac.ir/article-1-656-fa.html
URL: http://ijoce.iust.ac.ir/article-1-656-fa.html
OPTIMAL DESIGN OF RIBBED SLABS: A COMPARATIVE STUDY OF ACI 318 CODES. عنوان نشریه. 1404; 15 (4) :573-594
چکیده: (1215 مشاهده)
This study presents a cost optimization approach for simply supported one-way ribbed slabs, with the primary objective of minimizing concrete and reinforcement costs. A Genetic Algorithm (GA), implemented in MATLAB, is utilized to address this optimization problem. The optimization model incorporates seven discrete design variables: rib dimensions (spacing, bottom/top width, and height), topping slab thickness, flexural reinforcement diameter, and concrete compressive strength. For validation, an initial optimization based on ACI 318-08 with six variables demonstrated a 3% cost reduction compared to established algorithms. To ensure practical relevance, subsequent optimizations incorporated actual market conditions utilizing the 2025 Iranian Building Construction Price List. Transitioning to ACI 318-19 resulted in a 10% increase in optimal cost relative to ACI 318-08, primarily due to stricter shear strength provisions. To mitigate this increase and enhance design efficiency, concrete compressive strength was introduced as a seventh design variable. This expanded optimization was evaluated across spans ranging from 5 to 8 meters, yielding a further 4.4% cost reduction for a 6-meter span. Conclusively, the results demonstrate that the strategic application of higher-strength concrete, informed by real-world market prices, significantly reduces the overall cost of one-way ribbed slab construction.
نوع مطالعه: پژوهشي |
موضوع مقاله:
Optimal design
دریافت: 1404/7/6 | پذیرش: 1404/8/30 | انتشار: 1404/9/2
دریافت: 1404/7/6 | پذیرش: 1404/8/30 | انتشار: 1404/9/2
| بازنشر اطلاعات | |
 | این مقاله تحت شرایط Creative Commons Attribution-NonCommercial 4.0 International License قابل بازنشر است. |
