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Tag Archives: AAC
Design Provisions for Autoclaved Aerated Concrete (AAC) Infilled Steel Moment Frames (2009)
Abstract In this dissertation, the seismic behavior and design of AAC-infilled steel moment frames are investigated systematically. The fundamental vehicle for this investigation is the ATC-63 methodology, which is intended for the establishment of seismic design factors for structural systems. … Continue reading
Posted in Civil and Environmental Engineering
Tagged AAC, Aerated, Autoclaved, Concrete, design, Frames, Infilled, Moment, Provisions, Steel
Comments Off on Design Provisions for Autoclaved Aerated Concrete (AAC) Infilled Steel Moment Frames (2009)
AAC Shear Wall Specimens: Development of Test Setup and Preliminary Results (2000)
Abstract The specimens tested for this thesis are the first and second of a series of AAC shear walls being tested under the auspices of the AACA. The overall objective of the test series is to develop behavioral models that … Continue reading
Posted in Civil and Environmental Engineering
Tagged AAC, Shear Wall
Comments Off on AAC Shear Wall Specimens: Development of Test Setup and Preliminary Results (2000)
Design Provisions for Autoclaved Aerated Concrete (AAC) Infilled Steel Moment Frames (2009)
Abstract In this dissertation, the seismic behavior and design of AAC-infilled steel moment frames are investigated systematically. The fundamental vehicle for this investigation is the ATC-63 methodology, which is intended for the establishment of seismic design factors for structural systems. … Continue reading
Posted in Civil and Environmental Engineering
Tagged AAC, Aerated, Autoclaved, Concrete, design, Frames, Infilled, Moment, Provisions, Steel
Comments Off on Design Provisions for Autoclaved Aerated Concrete (AAC) Infilled Steel Moment Frames (2009)
Development of R and Cd Factors for the Seismic Design of AAC Structures (2003)
Abstract The seismic force-reduction factor (R) specified in seismic design codes is intended to account for energy dissipation through inelastic deformation (ductility) and for structural over-strength. The factor (R) is based on observation of the performance of different structural systems … Continue reading
Posted in Civil and Environmental Engineering
Tagged AAC, design, Development, R and Cd Factors, seismic, structures
Comments Off on Development of R and Cd Factors for the Seismic Design of AAC Structures (2003)
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