UC知道土木翻译
来源：百度知道 编辑：UC知道 时间：2024/09/23 07:30:08
5. Application of the Proposed Method
The simplified method to estimate the energy dissipation capacity of the flexure-dominated R/C member was applied to the nonlinear static and dynamic analysis. Fig. 9 and Table 4 present the configuration of the R/C frame, dimensions of each member, and material properties. Two lateral load profiles of triangular distribution and uniform
distribution for the nonlinear static analysis were used as shown in Fig. 9. El Centro 1940(PGA=0.319g) and Northridge CA 1994(PGA=0.412g) were used as the earthquake record for the analysis.
The Capacity-Spectrum-Method was used for nonlinear static analysis. The proposed method and the empirical method proposed in ATC-40 were used to estimate the energy dissipation capacity. In the proposed method, as shown in Fig. 10, the energy capacity curve presenting the relation of the top displacement of the structure and the energy dissipated by complete cyclic behavior was constructed. In the energy capac
The simplified method to estimate the energy dissipation capacity of the flexure-dominated R/C member was applied to the nonlinear static and dynamic analysis. Fig. 9 and Table 4 present the configuration of the R/C frame, dimensions of each member, and material properties. Two lateral load profiles of triangular distribution and uniform
distribution for the nonlinear static analysis were used as shown in Fig. 9. El Centro 1940(PGA=0.319g) and Northridge CA 1994(PGA=0.412g) were used as the earthquake record for the analysis.
The Capacity-Spectrum-Method was used for nonlinear static analysis. The proposed method and the empirical method proposed in ATC-40 were used to estimate the energy dissipation capacity. In the proposed method, as shown in Fig. 10, the energy capacity curve presenting the relation of the top displacement of the structure and the energy dissipated by complete cyclic behavior was constructed. In the energy capac
5 。应用所提出的方法
简化的方法来估计耗能能力弯曲为主的R / ç会员应用于非线性静态和动态分析。图。 9和表4本的配置了R /炭内，每个成员尺寸和材料性能。两个横向荷载概况三角分布和统一
分布的非线性静力分析被用作显示图。 9 。埃尔森特罗1940年（美国PGA = 0.319克）和1994年北岭加州（美国PGA = 0.412克）被用作地震记录的分析。
能力谱方法用于非线性静力分析。所提出的方法和实证方法中提出的空中交通管制- 40被用来估计耗能能力。在拟议的方法，所显示的图。 10 ，能源能力的关系曲线呈现的顶端位移的结构和能量消散的行为是完全循环建造。在能源能力曲线，变化的能量耗散能力所定义的功能流离失所。在脊髓型颈椎病的阻尼修正系数是固定的，以订明的价值。另一方面，在拟议的方法，耗能能力而有所不同的设计参数和位移。实时历史非线性分析，能源为基础的双线性循环模型。 （图10 ）的模型，设计，以同样的能源浪费的实际行为完全负载周期期间虽然卸下，再装行为不同于实际。
顶端位移和基础剪刀所获得姆塞莱和动态分析，载列于表5 。的动态分析，最大的反应过程中提出了抗震性能。中提出的表，该方法使用简便的方法是更好地预测的非线性动力学分析，无论横向荷载概况和地震记录。