Detail Pondasi Beton Untuk Bangunan Bertingkat

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rancangan sebuah bangunan tinggi untuk penggunaan tunggal seperti
The default orientation of the local 1 and 2 axes is determined by the relationship between the local 3 axis and the global Z axis: The local 3-2 plane is taken to be vertical, i.e., parallel to the Z axis The local 2 axis is taken to have an upward (+Z) sense unless the element is horizontal, in which case the local 2 axis is taken along the global +Y direction The local 1 axis is horizontal, i.e., it lies in the X-Y plane The element is considered to be horizontal if the sine of the angle between the .

Language: english
PDF pages: 35, PDF size: 0.46 MB
performance based design bangunan beton bertulang tidak
Conceptualized the problem is a building is loaded by earthquake-induced lateral forces that produce nonlinear response (damage) in structural components. Relations were established between structural response indices (drift limitations, inelastis member deformations), and performance level such as Operational (O), Immediate Occupancy (IO), Life Safety (LS) and Collapse Prevention (CP).The aim of this study are to find the performance objective of the building and to determine the performance point by .

Language: english
PDF pages: 12, PDF size: 0.54 MB
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