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A platform for research: civil engineering, architecture and urbanism
Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building
A 1/8 scale 3-story one bay by three-bay office building was tested on the Cornell shake table. The structure was designed solely for gravity loads without regard to any kind of lateral loads. Reinforcement details were based on typical reinforced concrete frame structures constructed in the Central and Eastern United States since the early 1900's, and characterized by (1) low reinforcement ratio in the columns, (2) discontinuous positive moment beam reinforcement at the columns, (3) little or no joint confinement, and (4) lap splices located immediately above the floor level. The model was tested using the time-compressed Taft 1952 S69E at different amplitudes. Auxiliary static loading and free-vibration tests were performed before and after each seismic test. Results indicate this type of building will experience very large deformations associated with a considerable stiffness degradation during a moderate earthquake. It was found that reinforcement details are not enough to cause a complete failure mechanism. Lack of joint confinement was the primary source of damage. The location and details of the column lap splices did not cause a serious problem. Both experimental and analytical results indicated that the inclusion of the slab contributions to the beam flexural strength is a vital step in the assessment of the performance of lightly reinforced concrete structures during earthquakes.
Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building
A 1/8 scale 3-story one bay by three-bay office building was tested on the Cornell shake table. The structure was designed solely for gravity loads without regard to any kind of lateral loads. Reinforcement details were based on typical reinforced concrete frame structures constructed in the Central and Eastern United States since the early 1900's, and characterized by (1) low reinforcement ratio in the columns, (2) discontinuous positive moment beam reinforcement at the columns, (3) little or no joint confinement, and (4) lap splices located immediately above the floor level. The model was tested using the time-compressed Taft 1952 S69E at different amplitudes. Auxiliary static loading and free-vibration tests were performed before and after each seismic test. Results indicate this type of building will experience very large deformations associated with a considerable stiffness degradation during a moderate earthquake. It was found that reinforcement details are not enough to cause a complete failure mechanism. Lack of joint confinement was the primary source of damage. The location and details of the column lap splices did not cause a serious problem. Both experimental and analytical results indicated that the inclusion of the slab contributions to the beam flexural strength is a vital step in the assessment of the performance of lightly reinforced concrete structures during earthquakes.
Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building
A. G. El-Attar (author) / R. N. White (author) / P. Gergely (author)
1991
175 pages
Report
No indication
English
Structural Analyses , Vibration tests , Model tests , Concrete structures , Structural analysis , Structural vibration , Earthquake engineering , Loads(Forces) , Displacement , Design analysis , Reinforced concrete , Structural members , Dynamic response , Test facilities , Buildings , Bending moments , Shake Table Tests
Design Implications of Large-Scale Shake-Table Test on Four-Story Reinforced Concrete Building
| Online Contents | 2015
| British Library Conference Proceedings | 1991