BEHAVIOR OF FULLY AND PARTIALLY PRESTRESSED CONCRETE BEAMS WITH DIFFERENT COMPRESSIVE CONCRETE STRENGTH
Omnia Farouk Hussien Mahmoud;
Abstract
Application of prestressed concrete (PC) systems was rapidly increasing in Egypt for the last decade. The major disadvantages of using normal reinforced concrete (RC) elements are referred to large sections for the same moment capacity compared with PC s
Other data
| Title | BEHAVIOR OF FULLY AND PARTIALLY PRESTRESSED CONCRETE BEAMS WITH DIFFERENT COMPRESSIVE CONCRETE STRENGTH | Other Titles | " سلوك الكمرات الخرسانية سابقة الإجهاد كليا او جزئيا من الخرسانة ذات مقاومة ضغط مختلفة" | Authors | Omnia Farouk Hussien Mahmoud | Keywords | BEHAVIOR OF FULLY AND PARTIALLY PRESTRESSED CONCRETE BEAMS WITH DIFFERENT COMPRESSIVE CONCRETE STRENGTH | Issue Date | 2012 | Description | Application of prestressed concrete (PC) systems was rapidly increasing in Egypt for the last decade. The major disadvantages of using normal reinforced concrete (RC) elements are referred to large sections for the same moment capacity compared with PC s |
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