Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of single-story reinforced concrete frames with filler walls
Construction and results of tests to failure of 10 one-story, single-bay reinforced concrete frames are described; three of 18 in. high by 36 in. span frames were tested as unfilled frames; seven of frames were infilled with solid panels of brick masonry, using quarter-scale clay bricks; all were subjected to horizontal loads acting in plane of frame and applied at level of roof beam; results of tests were studied to define possible failure mechanisms and to develop methods to calculate safe lower bounds to energy absorbing capacity of frames with filler walls.
Behavior of single-story reinforced concrete frames with filler walls
Construction and results of tests to failure of 10 one-story, single-bay reinforced concrete frames are described; three of 18 in. high by 36 in. span frames were tested as unfilled frames; seven of frames were infilled with solid panels of brick masonry, using quarter-scale clay bricks; all were subjected to horizontal loads acting in plane of frame and applied at level of roof beam; results of tests were studied to define possible failure mechanisms and to develop methods to calculate safe lower bounds to energy absorbing capacity of frames with filler walls.
Behavior of single-story reinforced concrete frames with filler walls
Illinois. Univ -- Dept Civ Eng -- Structural Research Ser 337
Yorulmaz, M. (Autor:in) / Sozen, M.A. (Autor:in)
1968
139 pages
Aufsatz (Zeitschrift)
Englisch
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