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Abstract: <br /> <br /> <br /> <br /> <br /> The calculation of compression element has been investigated by Euler with exact method. Some types of column restraint have been investigated from Euler method. Other methods have been developed to avoid the difficulty...
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id-itb.:61322017-09-27T15:23:29Z#TITLE_ALTERNATIVE# Maria Farida (NIM 250 04 045), Fransisca Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/6132 Abstract: <br /> <br /> <br /> <br /> <br /> The calculation of compression element has been investigated by Euler with exact method. Some types of column restraint have been investigated from Euler method. Other methods have been developed to avoid the difficulty of Euler method to calculate frame critical loads. One of methods to calculate frame critical load is matrix stiffness method. <br /> <br /> <br /> <br /> <br /> Maximum loading that can be given to frame can be estimated by knowing critical load. <br /> <br /> <br /> <br /> <br /> Stability of structure can be achived by using load under critical loading. <br /> <br /> <br /> <br /> <br /> Numerical method with MATLAB programming has been done to calculate matrix stiffness method. Some cases by using this critical load have been done. They are number of column stiffness increase in frame and the change of beam stiffness to column stiffness. Crical load will be increase when number of column stiffness or beam stiffness to column stiffness have increased. <br /> text |
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Abstract: <br />
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<br />
<br />
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The calculation of compression element has been investigated by Euler with exact method. Some types of column restraint have been investigated from Euler method. Other methods have been developed to avoid the difficulty of Euler method to calculate frame critical loads. One of methods to calculate frame critical load is matrix stiffness method. <br />
<br />
<br />
<br />
<br />
Maximum loading that can be given to frame can be estimated by knowing critical load. <br />
<br />
<br />
<br />
<br />
Stability of structure can be achived by using load under critical loading. <br />
<br />
<br />
<br />
<br />
Numerical method with MATLAB programming has been done to calculate matrix stiffness method. Some cases by using this critical load have been done. They are number of column stiffness increase in frame and the change of beam stiffness to column stiffness. Crical load will be increase when number of column stiffness or beam stiffness to column stiffness have increased. <br />
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| format |
Theses |
| author |
Maria Farida (NIM 250 04 045), Fransisca |
| spellingShingle |
Maria Farida (NIM 250 04 045), Fransisca #TITLE_ALTERNATIVE# |
| author_facet |
Maria Farida (NIM 250 04 045), Fransisca |
| author_sort |
Maria Farida (NIM 250 04 045), Fransisca |
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#TITLE_ALTERNATIVE# |
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#TITLE_ALTERNATIVE# |
| title_full |
#TITLE_ALTERNATIVE# |
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#TITLE_ALTERNATIVE# |
| title_full_unstemmed |
#TITLE_ALTERNATIVE# |
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#title_alternative# |
| url |
https://digilib.itb.ac.id/gdl/view/6132 |
| _version_ |
1820663826396217344 |