Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. II: Analytical Studies
AbstractIn 2010, a full-scale, 4-story precast concrete building was tested on the E-Defense shake table. The lateral-force-resisting system of the building included unbonded posttensioned (UPT) concrete walls in one direction and bonded posttensioned frames in the orthogonal direction. The companio...
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| Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 2017-06, Vol.143 (6) |
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| container_title | Journal of structural engineering (New York, N.Y.) |
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| creator | Gavridou, Sofia Wallace, John W Nagae, Takuya Matsumori, Taizo Tahara, Kenich Fukuyama, Kunio |
| description | AbstractIn 2010, a full-scale, 4-story precast concrete building was tested on the E-Defense shake table. The lateral-force-resisting system of the building included unbonded posttensioned (UPT) concrete walls in one direction and bonded posttensioned frames in the orthogonal direction. The companion paper presents an overview of the experimental program and key test results for response in the wall direction; this paper describes the development and experimental verification of a nonlinear model in the wall direction of the test building using commercially available software. The good correlations between analytical and experimental results confirm the ability of the model to capture global and local responses, including story lateral displacements, story shear forces and moments, and gap opening due to rocking at the wall base. Test and model results provide valuable insight into dynamic responses and design aspects of a full-scale, three-dimensional UPT building, including the influence of component interactions and the role of the floor diaphragm. |
| doi_str_mv | 10.1061/(ASCE)ST.1943-541X.0001756 |
| format | Article |
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The good correlations between analytical and experimental results confirm the ability of the model to capture global and local responses, including story lateral displacements, story shear forces and moments, and gap opening due to rocking at the wall base. 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The good correlations between analytical and experimental results confirm the ability of the model to capture global and local responses, including story lateral displacements, story shear forces and moments, and gap opening due to rocking at the wall base. Test and model results provide valuable insight into dynamic responses and design aspects of a full-scale, three-dimensional UPT building, including the influence of component interactions and the role of the floor diaphragm.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)ST.1943-541X.0001756</doi></addata></record> |
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| language | eng |
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| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Buildings Design analysis Mathematical analysis Mathematical models Post-tensioning Precast concrete Reinforced concrete Technical Papers Walls |
| title | Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. II: Analytical Studies |
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