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

Table 1

Modulus in engineerings.

Engineering	Concrete	Regression equations; (𝐸 [GPa], τ [d])
Laxiwa arch dam	Normal	𝐸=39.05[1−exp(−0.51𝜏^0.46)]
Xiaowan arch dam	Normal	𝐸=34.00[1−exp(−0.36𝜏^0.34)]
Xiluodu arch dam	Normal	𝐸=39.10[1−exp(−0.23𝜏^0.57)]
Jinping arch dam	Normal	𝐸=35.40[1−exp(−0.342𝜏^0.402)]
Ertan arch dam	Normal	𝐸=30.24[1−exp(−0.222𝜏^0.474)]
Shapai arch dam	RCC	𝐸=26.50𝜏/(6.90+𝜏)
Zhaolaihe arch dam	RCC	𝐸=32.50𝜏/(8.30+𝜏)
Bailianya arch dam	Normal	𝐸=33.50𝜏/(7.30+𝜏)
Longtan gravity dam	RCC	𝐸=44.54[1−exp(−0.43𝜏^0.455)]
Xiangjiaba gravity dam	Normal	𝐸=46.57𝜏/(1.31+𝜏)
Jinghong gravity dam	RCC	𝐸=39.80𝜏/(1.96+𝜏)
Guangzhao gravity dam	RCC	𝐸=3.70[1−exp(−0.49𝜏^0.290)]