Figure 55: Maximum axial load of fabric-formed versus cardboard-formed steel reinforced concrete columns (Normal and flyash concrete).

Figure 55: Maximum axial load of fabric-formed versus cardboard-formed steel...

Title::

Figure 55: Maximum axial load of fabric-formed versus cardboard-formed steel reinforced concrete columns (Normal and flyash concrete).

Date::

2018/05/08 18:23

Filename::

delijani_fig_55.jpg

Caption::

Figure 55: Maximum axial load of fabric-formed versus cardboard-formed steel reinforced concrete columns (Normal and flyash concrete).

Format::

JPEG

Size::

76KB

Width::

853

Height::

549

References for:

fabwiki:research:canada:delijani:chapter_5