“…Furthermore, the element load can be added naturally within the framework of flexibility-based finite element formulation and this feature is not valid in the stiffness-based finite element formulation employed by Russillo et al [76]. To date, the flexibility-based finite element formulation has been extensively employed to develop a more computationally efficient numerical platform for nonlinear analysis of structures [80][81][82][83][84]. Several drawbacks inherent in the standard stiffness-based finite element formulation were shown to be eliminated in the flexibility-based finite element formulation [80].…”
The first author would like to dedicate this contribution to my beloved and influential teacher Professor Enrico Spacone on the occasion of his sixtieth birthday.
“…Furthermore, the element load can be added naturally within the framework of flexibility-based finite element formulation and this feature is not valid in the stiffness-based finite element formulation employed by Russillo et al [76]. To date, the flexibility-based finite element formulation has been extensively employed to develop a more computationally efficient numerical platform for nonlinear analysis of structures [80][81][82][83][84]. Several drawbacks inherent in the standard stiffness-based finite element formulation were shown to be eliminated in the flexibility-based finite element formulation [80].…”
The first author would like to dedicate this contribution to my beloved and influential teacher Professor Enrico Spacone on the occasion of his sixtieth birthday.
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