Abstract
We had reported-as (port 1) the behavior of reinforced foam Concrete beams. (the specific gravity is 1.2) At this thime, as (port 2) we report other structural members, where are; compression of column, shear strength of quake resisting wall, and bending and shearing strength of the frames. We have performed various tests on the above 3 items and probed the test data on stresses, stiffneso and strength. Further, we performed test on bonding as well as anchoring strength of steel bars to this foam concrete. We presume that the foam concrete can be concidered and be treated as same as conventional concrete with a few special cautions. The advantages of this light weight should be fully recognized and is useful in high rise building.
