A Comparative Study on Different Parallel Solvers for Nonlinear Analysis of Complex Structures

Table 2

Creep coefficients in engineerings.

Engineering	Concrete	Coefficients (𝑘1, 𝑘2, 𝑘3, 𝐴1, 𝐴2, 𝛼1, 𝐵1, 𝐵2, 𝛼2, and 𝐷)
Laxiwa arch dam	Normal	0.0178, 0.6483, 0.0266, 9.0540, 42.2266, 31.0377, 0.0000, 43.8010, 0.3994, 20.2991
Xiaowan arch dam	Normal	0.7313, 0.0421, 0.0222, 0.0000, 7.4472, 0.4479, 0.4811, 2.4581, 2.9923, 2.4952
Xiluodu arch dam	Normal	0.0226, 0.7303, 0.1442, 13.0595, 6.6032, 50.5629, 3.0621, 9.2789, 0.0315, 52.3952
Jinping arch dam	Normal	0.7179, 0.0221, 0.8149, 0.0000, 70.0000, 0.4915, 0.0000, 43.8500, 0.3915, 70.0000
Shapai arch dam	RCC	0.0153, 0.4785, 0.7976, 0.0000, 47.1714, 0.2374, 0.0000, 107.4084, 0.4078, 150.0000
Longtan gravity dam	RCC	0.0143, 0.7653, 0.0742, 0.0000, 13.2130, 0.2376, 0.5435, 55.7605, 0.6757, 16.6353
Xiangjiaba gravity dam	Normal	1.0000, 0.0194, 0.0666, 7.6095, 69.9867, 1.0995, 10.9448, 1.7950, 22.1736, 16.2207
Guangzhao gravity dam	RCC	0.0561, 0.6408, 0.0080, 0.0000, 33.7144, 0.3831, 0.0000, 52.9215, 0.6150, 14.8707

Note: unit of creep C in [10⁻⁶/MPa]; unit of time 𝑡, 𝜏 in [d].