KEANDALAN STRUKTUR KOLOM BETON PORTAL SEDERHANA
The analysis of slender columns for a simple frame due to primary bending moment is studied The presence of primary bending moment has a significant effect on the reduction of critical loads. Because of the implisit equations in finding (rr/m)2 values, the Monte Carlo technique is used to find st...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/1178 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The analysis of slender columns for a simple frame due to primary bending moment is studied The presence of primary bending moment has a significant effect on the reduction of critical loads. Because of the implisit equations in finding (rr/m)2 values, the Monte Carlo technique is used to find statistics of (rr/m)2. The structure reliability is evaluated by the First Order Analysis and Monte Carlo Simulation. The results are compared to columns designed based on the strength approach ("TCPSB" = Tata Cara Perancangan Struktur Beton) In this study , it is assumed that loads, strength of material, etc are random variables The results of this study indicate that the slenderness of the column has a significant influence on the reliability of the column. If the slenderness of the columns increases, and the longitudinal steel ratio of the column will increase, the reliability of the column decreases. Futhermore, the result of the study suggested a design procedure for a slender column of a the simple frame |
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