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亲爱的先生,

延性设计方法1

在区域3中,使用R = 3(这不是禁止IS1893-Table 7区3)M。年代的建筑+50 floors above,where the structural system is Bearing wall System (Nearly the 70% area of Tower footprint is R.C core/ Walls for Vertical support) and doing OMRF design and follow the (As /IS13920)Ductile Detailing for Verticals and Link Beams between Core/Shear walls shall be Designed For Ductile Design Capacity with R=3 DL+LL+EQ forces combinations (As we will be designing for Higher EQ force in comparison of R=4, Generally for link beam Wind Cases governs in most of the Floor Levels) and Design the Link Beams with All Load Case with DL+LL+WL+Eq as Ordinary Design, compare the governing and ductile detail it accordingly.


延性设计方法2

在区域3,使用R = 4和遵循的延性设计DL +我+地震组合和所有负载UDL +风+ EQ力量作为普通管辖和韧性详细设计和比较。


因为塔足迹的70%区域是承重墙系统似乎要根据延性设计方法1比较理想,请求你对这个问题的看法。

提前感谢

G.K

[saikiran消失了]

你好,
根据最新的代码13920的每一个建筑区第三应该为延性设计的设计。这完全取决于设计师成员考虑抵抗地震力和韧性详细。所有的二次梁都可以设计为普通梁如果他们在抵抗地震力不是很重要。

用最好的,
Saikiran。