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>> Monotonic and cyclic tests were carried out on wall panel specimens in different configurations (wall specimens with and without openings, different connection layouts) to establish their lateral resistance and stiffness

  ground floor panel Intermediate storey, floor slab with lower wall panel
 
  Intermediate storey,
floor slab with upper
wall panel
Ground floor panel
with opening
 
     
 

>> Pseudo-dynamic tests were carried out on a one-storey building with 7x7m in plan in three different configurations (different sizes of openings in external walls parallel to the acting force).
Together with Trento University

  Pseudo-dynamic tests
 
   
 

>> In June and July 2006, a three-storey house with 7x7m in plan was tested on the shaking table of the National Institute for Earth Science and Disaster Prevention in Tsukuba, Japan.
The SOFIE building survived catastrophical earthquakes in intensities even higher than the real quakes.

  Kobe Nocera Umbra
 
             
IVALSA
Provincia Autonoma di Trento
 
 
 
(c) 2006 by progettosofie