ฉันรักการแปลEarthquake Ground Motio

ฉันรักการแปลEarthquake Ground Motion

No external dynamic forces are applied to the idealized two story structure shown in Fig. 25. The excitation in this case is the earthquake induced motion at the base of the structure, presum• ed to be only a horizontal component of ground motion with dis• placement Ug(t), velocity uR(t), and acceleration iig(t). Under the influence of such an excitation, the base of the structure displaces by an amount uR(t) if the ground is rigid, and the struc• ture undergoes deformation resulting in floor displacements u.It) and ui(t), relative to the ground. The total displacements of
the floors are:

ผลลัพธ์ (อังกฤษ) 1:

Earthquake Ground Motion, I love the translation.No external dynamic forces are applied to the idealized two story structure shown in Fig. 25. The excitation in this case is the earthquake induced motion at the base of the structure, presum• ed to be only a horizontal component of ground motion with dis• placement Ug(t), velocity uR(t), and acceleration iig(t). Under the influence of such an excitation, the base of the structure displaces by an amount uR(t) if the ground is rigid, and the struc• ture undergoes deformation resulting in floor displacements u.It) and ui(t), relative to the ground. The total displacements ofthe floors are:

ผลลัพธ์ (อังกฤษ) 2:

I love translating Earthquake Ground Motion No external Dynamic Forces are Applied to the idealized structure shown in Fig Story Two. 25. The excitation in this Case is the induced Earthquake Motion at the Base of the structure, to be only a horizontal Presum • ED. component of ground motion with dis • placement Ug (t), velocity uR (t), and acceleration iig (t). Under the influence of such an excitation, the base of the structure displaces by an amount uR (t) if the ground. is rigid, and the struc ture • undergoes deformation resulting in displacements U.It floor) and ui (T), Relative to the Ground. The total displacements of the Floors are:.

ผลลัพธ์ (อังกฤษ) 3:

I love Earthquake translation Ground Motion.No external dynamic forces are applied to the idealized two story structure shown in Fig. 25. The excitation in this case. Is the earthquake induced motion at the base of the structure presum], ed to be only a horizontal component of ground motion. With dis - placement Ug (T), velocity uR (T), and acceleration iig (T). Under the influence of such an excitation the base,, Of the structure displaces by an amount uR (T) if the ground, is rigid and the struc - ture undergoes deformation resulting. In floor displacements u.It) and UI (T), relative to the ground. The total displacements of.The floors are: