Full-Scale Static Loading Test on a Five Story Reinforced Concrete Building (Part1: Outline of the Test)
Abstract eng: The paper shows the static loading test results on full-scale reinforced concrete building utilizing columns with wing walls. The specimen is a five-story reinforced concrete building with 1×2 bays and height of about 19m. The wall frame has large openings in longitudinal direction. The gaps was formed along the edge of wing walls to make a frame consisting of columns with wing wall and beams. Attached wing walls works as a rigid zones of soften beams and additional column section, and the specimen shows calculated strength of beam side sway mechanism. The moment curvature distribution of the 1st story wing wall frames are evaluated experimentally in the test. The inflection point derived from the interpolation between moment resisting frame and wall frames approximates the test results. The residual crack width of the beam elements becomes large for the damage concentration on the local hinge region. Two types of windows are installed in openings on 1st floor. The concrete mortar and fibrous material are used in each for fixing the windows. The flexible fixing method improved the capacity, but both windows is not available with story drift 0.80%.
Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2017-01-18, last modified 2017-01-18
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