Journal Article10.1061/(ASCE)0733-9445(1986)112:4(815)
Cladding‐Frame Interaction
Robert M. Henry,Frederic Roll +1 more
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TL;DR: In this paper, the interaction between a precast wall cladding panel and a reinforced concrete frame under linear static and dynamics forces has been performed and two computer programs were written to evaluate the effects on the lateral displacements and dynamic characteristics of a moment resisting frame when the cladding is incorporated into the analysis as a structural component.
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Abstract: Analysis of the interaction between a precast wall cladding panel and a reinforced concrete frame under linear static and dynamics forces has been performed. Two computer programs (LDYN and LSTAT) were written to evaluate the effects on the lateral displacements and dynamic characteristics of a moment resisting frame when the cladding is incorporated into the analysis as a structural component. The data indicates a significant change in lateral displacement, natural frequency, member force distribution and connector forces when compared with a frame neglecting the structural characteristics of the cladding.
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Citations
Influence of cladding panels on the first period of one-story precast buildings
TL;DR: In this article, the influence of vertical cladding panels on the first vibration period of one-story precast concrete buildings, with floor rigid in its own plane, was investigated and a parametric study was performed.
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Energy-Based Seismic Design of Ductile Cladding Systems
TL;DR: In this article, a two-dimensional structural model of a building with two cladding panels per bay was used to investigate the response of the structure to a variety of seismic motions.
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Numerical simulation of hollow steel profiles for lightweight concrete sandwich panels
TL;DR: In this article, the performance of a precast concrete sandwich panel is investigated using high-definition finite element (FE) models, based on 3D brick and 2D interface elements, to assess the capacity of this technology under shear, tension and compression.
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Passive control of precast building response using cladding panels as dissipative shear walls
TL;DR: In this paper, the authors proposed using cladding panels (CPs) as structural elements to enhance the seismic performance of framed industrial buildings, where the friction acting between the panels is taken into account, leading to a dual frame/wall system.
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References
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TL;DR: In this article, the results of a program of racking tests of wall panels can be incorporated into the analysis of high-rise structures influenced by nonstructural partitions, and stiffness and energy-absorbing characteristics were obtained from racking test results.
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Earthquake Shaking and Damage to Buildings: Recent evidence for severe ground shaking raises questions about the earthquake resistance of structures.
TL;DR: Progress toward reducing risk from seismic shaking through better building design is slowed by deficiencies in the authors' knowledge about the nature of damaging ground motion and the failure mechanisms in structures.
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Substructure Analysis by Matrix Decomposition
TL;DR: In this article, a comparison between the substructure decomposition method and the standard one is made, which requires the full release of all interior degrees-of-freedom before the boundary problem is solved.
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