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b) Behavior with cyclic loading
c) Taking buckling into account
Figure 7.11.
UNI-STEEL behavior laws (from [MEN 73])
7.3.5.
Taking construction layouts and second-order phenomena into account
Beyond material behavior, the quality of the model involves taking into account
some phenomena that develop at the interfaces between materials (between steel and
concrete, between soil and structure) or phenomena that are related to the severity of
calculation assumptions (such as the effects associated with the transverse load or
the effects of the geometric second order for slender elements). A few indications to
help take them into account are given below.
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