...
The increment of displacement of any (s) degree of freedom (or node) of the conveyor system for a typical n'th natural vibration mode in any i'th pushing step between two consecutive plastic joint formation, u sec (i) is expressed by the following equation are being.
...
Yapı Karakteristiklerinin Belirlenmesi
Yapı Karakteristiklerinin Belirlenmesi
...
Determination of Building Characteristics
Determination of Building Characteristics
The above equation can be expressed in the i'th repulsion step of the repulsion analysis for an earthquake in the (X) direction and as the displacement increment for a typical n'th natural vibration mode, Δu xsn (i) . Similarly, for an earthquake in the (X) direction, the modal displacement increment, Δd xn (i), and the mode shape amplitude can be written as Φ xsn (i) .
...