Tests And Analyses Of 1/4-Scale Upgraded Nine-Bay Reinforced Concrete Basement Models
Report Number: CONF-8305107, p. 20-26
Author(s): Woodson, Stanley C.
Corporate Author(s): USAE Waterways Experiment Station
Laboratory: Lawrence Livermore National Laboratory
Date of Publication: 1983-07
Pages: 7
DoD Task:
Identifier: This paper is part of a conference proceedings. See ADA132780
Abstract:
Two nine-bay prototype structures, a flat plate and two-way slab with beams, were designed in accordance with the 1977 ACI code. A 1/4-scale model of each prototype was constructed, upgraded with timber posts, and statically tested. The development of the timber posts placement scheme was based upon yield-line analyses, punching shear evaluation, and moment-thrust interaction diagrams of the concrete slab sections. The flat plate model and the slab with beams model withstood approximate overpressures of 80 and 40 psi, respectively, indicating that required hardness may be achieved through simple upgrading techniques.
Author(s): Woodson, Stanley C.
Corporate Author(s): USAE Waterways Experiment Station
Laboratory: Lawrence Livermore National Laboratory
Date of Publication: 1983-07
Pages: 7
DoD Task:
Identifier: This paper is part of a conference proceedings. See ADA132780
Abstract:
Two nine-bay prototype structures, a flat plate and two-way slab with beams, were designed in accordance with the 1977 ACI code. A 1/4-scale model of each prototype was constructed, upgraded with timber posts, and statically tested. The development of the timber posts placement scheme was based upon yield-line analyses, punching shear evaluation, and moment-thrust interaction diagrams of the concrete slab sections. The flat plate model and the slab with beams model withstood approximate overpressures of 80 and 40 psi, respectively, indicating that required hardness may be achieved through simple upgrading techniques.