Author:
Dmitrieva T L,Podshivalova K A,Pinaykin I P
Abstract
Abstract
The analysis of the current state of issues related to the construction of design and optimization models of flat and spatial core structures based on wood under static and seismic impacts is presented. The need to develop methods for finding the best projects for such structures, which would allow for rational technical solutions, taking into account the set criterion of optimality and all the requirements for their tense-deformed state. Particular attention is paid to the construction of adequate calculation models taking into account the anisotropic structure of wood.