A combined finite element-riccati transfer matrix method in frequency domain for transient structural response
Selection of structural parameters for correcting frequency random errors
Datong, S.; Suhuan, C.; Xiaoniu, L.
Solving plate bending problems using finite strips on networked workstations
Hsin-Chu, C.; Byreddy, V.
Multiobjective design of laminated cylindrical shells for maximum torsional and axial buckling loads
Walker, M.; Reiss, T.; Adali, S.
Moore-penrose inverse method of topological variation of finite element systems
Ping, L.; Su, H.C.; Cheng, H.
Dynamic interaction between heavy vehicles and highway bridges
Green, M.F.; Cebon, D.
Assessment on pile effective lengths and their effects on design--I. Assessment
Assessment on pile effective lengths and their effects on design--II. practical applications
Safety factors of beams subjected to pure bending
A posteriori error estimator based on the second derivative of the displacement field for two-dimensional elastic problems
Yazdani, A.A.; Gakwaya, A.; Dhatt, G.
Element size effects in nonlinear analysis of reinforced concrete members
Shayanfar, M.A.; Kheyroddin, A.; Mirza, M.S.
The application of the FEM to determine the response of a pretorsioned pipe cluster to static or dynamic axial impact loading
Kormi, K.; Webb, D.C.; Johnson, W.
An enhanced computational scheme for the analysis of elastic mechanisms
Automating node and element assignments on conforming four-sided sections defining a domain for mapping quadrilateral elements
Barker, D.E.; Lantz, S.A.
Comparison of several approximate modal methods for computing mode shape derivatives
Min, Y.; Zhong-Sheng, L.; Da-Jun, W.
Free vibration analysis of penta, hepta-gonal shaped plates
Ghazi, S.S.A.; Barki, F.A.; Safwat, H.M.
An alternative view of building structures
Pithia, K.D.; S., C.; W., C.L.
Simply-supported plate subject to loads distributed over an arbitrarily shaped area
L., S.O.; G., L.