Research Article

Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force

Table 2

The design parameters of 92-reinforced concrete components with axial force.

No.IDρt (%)ρ (%)NλNo.IDρt (%)ρ (%)Nλ

P1Gill et al. No. 30.7620.8950.422.18P47Sakai et al. B50.8481.6050.1312.86
P2Gill et al. No. 41.3270.8950.62.18P48Sakai et al. B60.8481.6050.1262.86
P3Ang et al.No. 31.1310.7550.14P49Atalay et al. No. 4S11.5731.7750.22
P4Ang et al. No. 40.8730.7550.214P50Atalay et al. No. 5S10.8070.930.5992
P5Soesianawati et al. No. 20.6440.7550.34P51Atalay et al. No. 6S11.2710.930.5992
P6Soesianawati et al. No. 30.4230.7550.34P52Atalay et al. No. 91.6340.930.5992
P7Soesianawati et al. No. 40.3010.7550.34P53Atalay et al. No. 100.0980.5050.3397.64
P8Zahn et al. No. 70.6710.7550.2234P54Atalay et al. No. 121.3881.290.56.04
P9Zahn et al. No. 80.8540.7550.394P55Azizinamini et al. NC-41.2421.290.366.04
P10Watson et al. No. 50.6210.7550.54P56Saatcioglu et al. U31.2421.290.56.04
P11Watson et al. No. 60.2950.7550.54P57Saatcioglu et al. U62.491.290.456.04
P12Watson et al. No. 80.6530.7550.74P58Saatcioglu et al. U71.8831.290.476.04
P13Tanaka et al. No. 11.060.7850.24P59Xiao et al. 0.2P0.40.9750.4284.7
P14Tanaka et al. No. 21.060.7850.24P60Sugano UC10H0.7990.9750.4284.7
P15Tanaka et al. No. 31.060.7850.24P61Sugano UC15H0.5331.4650.4624.7
P16Tanaka et al. No. 41.060.7850.24P62Sugano UC20H1.0661.4650.4624.7
P17Tanaka et al. No. 50.7480.6250.13P63Nosho et al. No. 11.0661.1450.4564.7
P18Tanaka et al. No. 60.7480.6250.13P64Bayrak et al. ES-1HT0.5141.4650.4624.7
P19Tanaka et al. No. 70.9140.6250.33P65Bayrak et al. AS-2HT0.5141.4650.2314.7
P20Tanaka et al.No. 80.9140.6250.33P66Bayrak et al. AS-3HT0.5141.640.4624.7
P21Park et al. No. 91.060.940.12.97P67Bayrak et al. AS-5HT1.0661.640.4624.7
P22Zhou et al. No. 214-080.6141.110.82P68Bayrak et al. ES-8HT0.9160.9650.1023
P23Kanda et al. 85STC-10.380.810.1063P69Saatcioglu et al. BG-10.9050.9650.1023
P24Kanda et al. 85STC-20.380.810.1063P70Saatcioglu et al. BG-20.9160.9650.2113
P25Kanda et al. 85STC-30.380.810.1063P71Saatcioglu et al. BG-40.9050.9650.2113
P26Kanda et al. 85PDC-10.380.810.1193P72Saatcioglu et al. BG-50.9160.9650.1433
P27Muguruma et al. AL-11.6161.90.42.5P73Saatcioglu et al. BG-60.9050.9650.1433
P28Muguruma et al. AH-11.6161.90.42.5P74Saatcioglu et al. BG-70.6231.070.1133.5
P29Muguruma et al. AL-21.6161.90.6292.5P75Saatcioglu et al. BG-80.6231.070.1583.5
P30Mugumura et al. AH-21.6161.90.6292.5P76Saatcioglu et al. BG-90.6231.070.2163.5
P31Muguruma et al. BH-11.6161.90.2542.5P77Saatcioglu et al. BG-100.5991.070.1113.5
P32Muguruma et al. BL-21.6161.90.4232.5P78Matamoros et al. C10-10N0.5991.070.1563.5
P33Muguruma et al. BH-21.6161.90.4232.5P79Matamoros et al. C10-10S0.5991.070.213.5
P34Sakai et al. B10.5241.2150.352P80Matamoros et al. C10-20N0.5771.070.1073.5
P35Sakai et al. B20.7851.2150.352P81Matamoros et al. C10-20S0.5771.070.1543.5
P36Sakai et al. B40.5241.2150.352P82Matamoros et al. C5-20N0.6231.2250.23.92
P37Sakai et al. B50.524%1.2150.352P83Matamoros et al. C5-20S0.7061.2250.13.92
P38Sakai et al. B60.5131.2150.352P84Mo et al. C1-10.7061.2250.23.92
P39Atalay et al. No. 4S10.366%0.8150.1045.5P85Mo et al. C1-20.5641.2250.23.92
P40Atalay et al. No. 5S10.6120.815%0.1955.5P86Mo et al.C1-30.4711.2250.23.92
P41Atalay et al. No. 6S10.3660.8150.1815.5P87Mo et al. C2-10.4031.2250.23.92
P42Atalay et al. No.90.6120.815%0.2595.5P88Mo et al.C2-21.8631.0750.146.56
P43Atalay et al.No. 100.3660.8150.2665.5P89Mo et al. C2-31.8631.0750.2776.56
P44Atalay et al. No. 120.3660.8150.2715.5P90Mo et al. C3-10.861.0750.1366.56
P45Azizinamini et al. NC-40.5170.970.313P91Mo et al. C3-22.0331.0750.536.56
P46Saatcioglu et al. U30.5981.6050.1412.86P92Thomsen et al. A31.8631.0750.5066.56