scholarly journals A FULL SCALE STATIC LOADING TEST ON FIVE STORY REINFORCED CONCRETE BUILDING UTILIZING COLUMNS WITH WING WALLS

2016 ◽  
Vol 81 (720) ◽  
pp. 313-322 ◽  
Author(s):  
Toshikazu KABEYASAWA ◽  
Tomohisa MUKAI ◽  
Hiroshi FUKUYAMA ◽  
Hiroto KATO ◽  
Haruhiko SUWADA ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Static Loading ◽  
Full Scale ◽  
Loading Test ◽  
Reinforced Concrete Building ◽  
Concrete Building ◽  
Static Loading Test ◽  
Wing Walls

scholarly journals Static loading test on RC beam-column sub-assemblages with walls

2017 ◽  
Vol 50 (4) ◽  
pp. 555-564
Author(s):  
Seitaro Tajiri ◽  
Akira Moriya
Keyword(s):  
Static Loading ◽  
Design Method ◽  
Rc Beam ◽  
Loading Test ◽  
Practical Design ◽  
Secant Stiffness ◽  
Static Loading Test ◽  
Loading Tests ◽  
Flexural Analysis ◽  
Wing Walls

It is needed to establish a design capacity curve of beams/columns with RC standing, hanging and wing walls for utilizing such walls as structural members in RC buildings in Japan. This paper presents the results of static loading tests on RC beam-column sub-assemblages with such walls, which were conducted to evaluate their strength, ductility, stiffness and damage. The flexural yield strength of beams with the walls can be well estimated by a flexural analysis assuming the plane section remain plane. The flexural ultimate strength can be accurately estimated at the full plastic moment. The proposed method, which is a modification of a practical design method in a distance from the centre of tensile reinforcements to the extreme compression fibre, can evaluate the secant stiffness at the yield point more precisely than the practical design method.

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