在振動和變形，整個軸承系統的部件位置看作建築物的地面運動的響應結果。這

在振動和變形，整個軸承系統的部件位置看作建築物的地面運動的響應結果。這些變形的結果是，會有交軸承系統的內部力和相對建築物之間的分力的發展之間的位移。產生的位移要求取決於建築的剛度和質量。一般來說，具有較高的剛度和較低質量的建築物需要較少的水平位移。相反，對排放的需求增加。在另一方面，每個建築都有特定的位移。換句話說，水平位移的那一個建築物能夠獲得不塌陷的量是有限的。這可以通過強烈運動過程中降低該結構的預期位移需求或改善結構的位移能力來實現。在系統加固，新元素被添加到該結構以提高整體的剛性。隨著剛度的增加，建築物的自振週期將減少。反過來，這將導致水平位移，一個建築必須達到抵禦地震的量的減少。當建築物具有足夠的剛度，它將不再能夠實現位移，這將導致其崩潰。此外，除了建築的新成員，建築物的水平承載力也應增加。因此，增加的容量將需要更多的地面運動，使建設發展有利可圖。因此，可以說，該系統的加強，不僅可以防止崩潰，也延緩結構損傷。更明確地說，當傷害保持建築物的預計中等強度地震期間顯著損傷的程度可以降低到最低限度，可以通過系統加固技術穩定。該元件加固方法是基於元素缺乏的觸發加固方法，和連續損傷損失軸承具有在建築物的軸承系統中沒有顯著變化。在該方法中，存在在所述軸承系統忽略在建立特性，例如剛度和質量變化的位置沒有變化顯著。因此，必須考慮到成員得到加強後不斷變化的需求不會顯著改變。

結果 (英文) 1:

Deformation and vibration, the position of the entire bearing system member in response to the results seen in the building ground motion. These deformations result is that there will be cross displacement between the development component of the force between the internal bearing system and relative buildings. The requirements depend on the displacement of stiffness and mass of the building. In general, have higher stiffness and lower quality buildings require less horizontal displacement. Instead, the increased demand for emissions. On the other hand, each building has a specific displacement. In other words, that a horizontal displacement of the building can not get the amount of collapse is limited.
This can reduce the expected displacement of the structure by strong demand during exercise or improving the displacement capacity of the structure to achieve. Reinforcement system, a new element is added to enhance the rigidity of the entire structure. With the increase in stiffness, natural period of the building will be reduced. In turn, this will lead to horizontal displacement, reduce the amount of a building must meet to withstand earthquakes. When the building has sufficient rigidity, it will no longer be able to achieve displacement, which will lead to its collapse.
In addition to construction of new members, the level of the bearing capacity of the building should also be increased. Therefore, the increased capacity will require more ground motion, the construction and development of profitable. Therefore, it can be said, to strengthen the system, not only can prevent the collapse, but also retard structural damage.
More specifically, when the degree of injury is expected to keep building significant damage during the earthquake of moderate intensity can be reduced to a minimum, technical stability can be reinforced through the system. The reinforcement element method is triggered based on the lack of reinforcement element method, and the continuous loss of bearing damage in the bearing system of the building has no significant change. In this method, present in the bearing system is ignored in establishing properties such as stiffness and mass change of position does not change significantly. Therefore, we must take into account the members strengthened the changing demand will not significantly change.

結果 (英文) 2:

In vibration and deformation, the component position of the entire bearing system is seen as a response to the ground movement of the building. The result of these deformations is a displacement between the internal forces of the bearing system and the development of the force sppartun relative to the building. The resulting displacement requirements depend on the stiffness and quality of the building. In general, buildings with higher stiffness and lower quality require fewer horizontal displacements. On the contrary, the demand for emissions has increased. On the other hand, each building has a specific displacement. In other words, the amount of non-collapse of a building that is horizontally displaced is limited.
This can be achieved by reducing the expected displacement requirement of the structure or improving the displacement capacity of the structure during strong motion. In system reinforcement, new elements are added to the structure to increase the overall rigidity. As stiffness increases, the self-vibration cycle of buildings decreases. This, in turn, leads to horizontal displacement, and a building must achieve a reduction in the amount of resistance to earthquakes. When a building has enough stiffness, it will no longer be able to achieve displacement, which will cause it to crash.
In addition, in addition to the new members of the building, the horizontal carrying capacity of the building should also be increased. Therefore, the increased capacity will require more ground movement to make construction development profitable. Therefore, it can be said that the strengthening of the system can not only prevent the collapse, but also delay structural damage.
More specifically, when damage to keep buildings in the expected moderate intensity during the earthquake significant damage can be reduced to a minimum, can be stabilized by system reinforcement technology. The component reinforcement method is based on the trigger reinforcement method that is lacking in elements, and continuous damage loss bearings have no significant changes in the bearing system of buildings. In this method, there is no significant change in the position where the bearing system ignores the establishment characteristics, such as stiffness and mass changes. It is therefore important to take into account that the changing needs of the members as they are strengthened will not change significantly.

結果 (英文) 3:

In vibration and deformation, the component position of the whole bearing system is regarded as the response result of the ground motion of the building. As a result of these deformations, there will be a displacement between the internal forces of the cross bearing system and the development of the component forces relative to the building. The resulting displacement requirements depend on the stiffness and mass of the building. Generally speaking, buildings with high stiffness and low mass need less horizontal displacement. On the contrary, the demand for emissions has increased. On the other hand, each building has a specific displacement. In other words, the amount that a building with horizontal displacement can obtain no collapse is limited.
This can be achieved by reducing the expected displacement demand of the structure or improving the displacement capacity of the structure in the process of strong motion. In system reinforcement, new elements are added to the structure to improve the overall rigidity. With the increase of stiffness, the natural vibration period of buildings will be reduced. In turn, this will lead to horizontal displacement, and a building must achieve a reduction in the amount of earthquake resistance. When the building has enough stiffness, it will no longer be able to achieve displacement, which will lead to its collapse.
In addition, in addition to the new members of the building, the horizontal bearing capacity of the building should also be increased. Therefore, the increased capacity will require more ground movement to make the construction and development profitable. Therefore, it can be said that the strengthening of the system can not only prevent collapse, but also delay structural damage.
More specifically, the degree of significant damage to a building during an anticipated moderate intensity earthquake can be reduced to a minimum and stabilized by system strengthening techniques. The element reinforcement method is based on the trigger reinforcement method of element deficiency, and the continuous damage loss bearing has no significant change in the bearing system of the building. In this method, there is no significant change in the location where the bearing system ignores changes in established characteristics, such as stiffness and mass. Therefore, it must be taken into account that the changing needs of the strengthened members will not change significantly.