对于计划A，它在建筑物的西南角和东南角包含2个小的混凝土芯。每个混凝土

For Plan A, it contains 2 small concrete cores in the southwest and southeast corners of the building. Every concrete will not resist N/S and E/W direction forces. In addition, it may resist moments. The disadvantage of this style is that it requires a lot of office space. <br><br>For Plan B, it contains only a concrete core on the side of the building, which will resist forces in the N/S and E/W directions. However, once a load is applied in the N/S direction, it cannot be used to resist torque. <br><br>For Plan C, there is no concrete core, so the entire building is lined with steel supports to resist lateral forces. This style cannot resist shear forces, so shear walls are needed to resist lateral forces. In addition, steel supports are not sufficient to fully support the entire building. <br><br>For Plan D, a concrete core was placed in the center on the east side of the building, and steel bar support was found in the southwest corner of the building. This style will resist forces in the N/S and E/W directions. Compared to the rest of the 3 styles, it makes construction work faster and leaves extra space for the workplace floor. Have the ability to resist moments together.

For Plan A, it contains two small concrete cores in the south-west and southeast corners of the building. Each concrete does not resist forces in the N/S and E/W directions. In addition, it may resist the moment. The disadvantage of this style is that it requires a lot of office space.<br><br>For Plan B, it contains only a concrete core on the side of the building, which will resist forces in the N/S and E/W directions. However, once a load is applied in the n/S direction, it cannot be used for resistance moments.<br><br>For Plan C, there is no concrete core, so the entire building is supported with steel to resist lateral forces. This style does not resist shear forces, so shear walls are required to resist lateral forces. In addition, steel support is not sufficient to fully support the entire building.<br><br>For Plan D, a concrete core was placed in the center of the east side of the building and steel support was found in the southwest corner of the building. This style will resist forces in the N/S and E/W directions. It makes building work faster than the rest of the three styles and leaves extra space for workplace flooring. Ability to resist the moment together.

For plan a, it contains two small concrete cores in the southwest and Southeast corners of the building. Each concrete will not resist forces in the N / s and E / W directions. In addition, it may resist the moment. The disadvantage of this style is that it takes up a lot of office space.<br>For Plan B, it contains a concrete core only on the side of the building that will resist forces in the N / s and E / W directions. However, once the load is applied in the N / s direction, it cannot be used to resist the moment.<br>For plan C, there is no concrete core, so the entire building is lined with steel supports to resist lateral forces. This pattern is not shear resistant, so shear walls are required to resist lateral forces. In addition, the steel support is not enough to fully support the entire building.<br>For Plan D, a concrete core was placed in the center of the east side of the building and a reinforced support was found in the southwest corner of the building. This pattern will resist forces in the N / s and E / W directions. Compared with the rest of the three styles, it makes construction work faster and leaves extra space for the workplace floor. Have the ability to resist the moment together.<br>