Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance-Based Design of Buildings Subjected to Wind Loads
In 2006, ACI Committee 375 published SP-240, Performance-Based Design of Concrete Building for Wind Loads, which was a compilation of six papers presented during a technical session on Performance-Based Design for Wind Loads held at the ACI Fall 2004 Convention in San Francisco, CA. As part of the overall discussion of performance-based design for wind loads, the papers in SP-240 discussed wind tunnel testing, modeling, and lateral displacements of wind-resisting structural systems. The publication compiled the state-of-the-practice on the matter at that time, while serving as a source of information for both the practice and academic spheres. A reading of SP-240 is enough to recognize the impacts of design and performance criteria on the analysis, calculated response, and design of reinforced concrete buildings subjected to wind loads. For effective stiffness, the survey indicated that most firms use stiffness modifiers to reduce gross section properties to account for stiffness decline due to cracking. About three out of four respondents use stiffness reductions at the service limit state and about seven out of 10 use stiffness reductions at ultimate limit state.
Performance-Based Design of Buildings Subjected to Wind Loads
In 2006, ACI Committee 375 published SP-240, Performance-Based Design of Concrete Building for Wind Loads, which was a compilation of six papers presented during a technical session on Performance-Based Design for Wind Loads held at the ACI Fall 2004 Convention in San Francisco, CA. As part of the overall discussion of performance-based design for wind loads, the papers in SP-240 discussed wind tunnel testing, modeling, and lateral displacements of wind-resisting structural systems. The publication compiled the state-of-the-practice on the matter at that time, while serving as a source of information for both the practice and academic spheres. A reading of SP-240 is enough to recognize the impacts of design and performance criteria on the analysis, calculated response, and design of reinforced concrete buildings subjected to wind loads. For effective stiffness, the survey indicated that most firms use stiffness modifiers to reduce gross section properties to account for stiffness decline due to cracking. About three out of four respondents use stiffness reductions at the service limit state and about seven out of 10 use stiffness reductions at ultimate limit state.
Performance-Based Design of Buildings Subjected to Wind Loads
Esteban Anzola (Autor:in)
2016
Aufsatz (Zeitschrift)
Englisch
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