This paper presents the main results of a nonlinear analysis used for the seismic design of a building constructed with LLRCW - WBS panels (Large Lightly Reinforced Concrete Walls - Wood Blocks System). The building system has been characterized from the structural point of view via experimental 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 the calculation models with the complete characterization of the seismic capacity of the LLRCW–WBS building system. The results of the numerical analyses in terms of the mechanical behavior of the panels, of their stress-strain states and of their global and local elastic-plastic behavior are then described.
Seismic capacity of buildings made with reinforced concrete panels cast with wood blocks system.
COMODINI, FABRIZIO;
2014-01-01
Abstract
This paper presents the main results of a nonlinear analysis used for the seismic design of a building constructed with LLRCW - WBS panels (Large Lightly Reinforced Concrete Walls - Wood Blocks System). The building system has been characterized from the structural point of view via experimental 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 the calculation models with the complete characterization of the seismic capacity of the LLRCW–WBS building system. The results of the numerical analyses in terms of the mechanical behavior of the panels, of their stress-strain states and of their global and local elastic-plastic behavior are then described.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
