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    Structural Dynamic and Viscoelastic Analysis via Electric Analogy 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 009
    Author(s): Roberto Scotta; Renato Vitaliani
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of viscoelastic continua and spatial frames may be related back to the study of the RLC (resistance, inductance, and capacitor lumped constant) electrical network by considering the analogy existing between ...
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    Mechanical Behavior of Concrete under Physical-Chemical Attacks 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Anna Saetta; Roberto Scotta; Renato Vitaliani
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of the evolution of stress-strain states into reinforced concrete structures due to humidity and temperature changes and physical-chemical attacks by pollutant species is presented. Humidity and temperature ...
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    Coupled Environmental-Mechanical Damage Model of RC Structures 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Anna Saetta; Roberto Scotta; Renato Vitaliani
    Publisher: American Society of Civil Engineers
    Abstract: The evaluation of strength reduction of RC structures subjected to mechanical damage process and chemical attack is carried out, with regard to concrete deterioration and steel corrosion. A coupled environmental-mechanical ...
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    Stress Analysis of Concrete Structures Subjected to Variable Thermal Loads 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): Anna Saetta; Roberto Scotta; Renato Vitaliani
    Publisher: American Society of Civil Engineers
    Abstract: Predicting stress levels caused by thermal effects is a main factor in the correct design of structures; both relate to aspects of the maximum stress limitation and the durability of constructions. A numerical procedure ...
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    Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Giuseppe Creazza; Renato Matteazzi; Anna Saetta; Renato Vitaliani
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional nonlinear finite-element analysis, based on a two-parameters damage model, has been carried out to study the behavior of two masonry vaults: a cylindrical barrel vault and a ribbed cross vault, for which ...
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