Seismic capacity of buildings made with reinforced concrete panels cast with wood blocks system.

摘要

This paper presents the main results of a nonlinear analysis used for the seismic design of a buildingconstructed with LLRCW - WBS panels (Large Lightly Reinforced Concrete Walls - Wood BlocksSystem). The building system has been characterized from the structural point of view viaexperimental tests that demonstrate suitable behavior in the constituent elements regarding vertical,horizontal and cyclic loads . The results obtained from experimental tests have been used to define thecalculation models with the complete characterization of the seismic capacity of the LLRCW–WBSbuilding system. The results of the numerical analyses in terms of the mechanical behavior of thepanels, of their stress-strain states and of their global and local elastic-plastic behavior are thendescribed.