LONG BEARING CAPACITY OF WOODEN STRUCTURES

Abstract

In the work, the solution of a problem of stability of the compressed wooden elements with taking into account nonlinear creep of wood is presented. The characteristic of creep rep- resenting the relation of deformation of creep to initial instant deformation is used. Expression for long critical force is derived

Keywords

• Деформации ползучести
• характеристика ползучести
• кри- тическая сила
• сжатая колонна
• устойчивость