Topology optimization of truss-like continua with three member model under stress constraints. Struct Optim. 2011, 43(4):487-493 (SCI, EI)
多工況應力約束下的拓撲最佳化格柵. 工程力學,2009, 26(6): 46-51 (EI)
Optimization of least-weight grillages by finite element method. Struct Optim, 2009, 38(5):525-532(SCI, EI)
Topology optimization for minimum compliance under multiple loads based on continuous distribution of members. Struct Optim, 2008, 37(1): 49-56 (SCI, EI)
Topology optimization of structures under multiple load cases using fiber-reinforced composite material model. Comput Mech, 2006, 38(2): 163-170 (SCI, EI)
結構拓撲最佳化研究方法綜述. 力學進展, 2005, 35(1): 69-76
Forming Michell truss in three-dimensions by finite element method. Applied Mathematics and Mechanics, 2005, 26(3): 381-388 (SCI, EI)
The exact weight of discretized Michell trusses for a central point load. Struct Optim, 2004, 28(1): 69-72 (SCI, EI)