supported by the Foundation for Innovation Research Groups of the National Natural Science Foundation of China(No.51621092);National Natural Science Foundation of China(Nos.51339003 and 51409186)
The construction of arch dams exhibits high uncertainty. Sensitivity analysis of construction parameters is important for the design and optimization of dam construction duration. However, current research cannot full...
supported by the Foundation for Innovative Research Groups of National Natural Science Foundation of China(No.51321065);the Foundation for Key Program of Natural Science Foundation of High Arch Dam(No.51339003);the National Basic Research Program of China(‘‘973’’Program,No.2013CB035904)
Sequence placement logic plays a significant role in construction simulation of high arch dams and directly affects the simulation process and results. To establish a sequence logic for dam block placement, the constr...
Supported by the National Natural Science Foundation of China(No.51378162,No.51178150);the National Key Technology Research and Development Program of the Ministry of Science and Technology of China(No2013BAJ08B01)
The creep-induced deformation of the arch rib of concrete-filled steel tubular (CFST) arches under a sustained load can increase the bending moment, which may lead to earlier stability failure called creep buckling....