Design of Reinforced Concrete Buildings for Seismic Performance
-10%
portes grátis
Design of Reinforced Concrete Buildings for Seismic Performance
Practical Deterministic and Probabilistic Approaches
Hernandez-Montes, Enrique; Aschheim, Mark; Vamvatsikos, Dimitrios
Taylor & Francis Ltd
04/2019
598
Dura
Inglês
9780415778817
15 a 20 dias
1215
Descrição não disponível.
Introduction.Seismology and Site Effects. Dynamics of Linear Elastic SDOF Oscillators. Dynamics of Nonlinear SDOF Oscillators. Dynamics of Linear and Nonlinear MDOF Systems. Characterization of dynamic response using Principal Components Analysis. Equivalent SDOF Systems and Nonlinear Static (Pushover) Analysis. Principles of Earthquake-Resistant Design. Stability of the Yield Displacement. Performance-based Seismic Design. Plastic mechanism analysis. Proportioning of Earthquake-Resistant Structural Systems. Probabilistic Considerations. System Modeling and Analysis Considerations. Component Proportioning and Design Based on ACI 318. Component Proportioning and Design Requirements According to Eurocodes 2 and 8. Component Modeling and Acceptance Criteria. Design Methods. Design Examples. Design Charts for Rectangular and Barbell Section Walls. Plan Torsion. Validation of Column Flexural Stiffness Model.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
FEMA P-695;earthquake-resistant structural engineering;Moment Resistant Frame;seismic performance evaluation;Nonlinear Response History Analyses;reinforced concrete buildings;Roof Drift Ratio;performance-based seismic design;Elastic Mode Shape;Plastic Hinge;SDOF System;Displacement Response History;Interstory Drift;MDOF System;Peak Displacement Response;Yield Displacement;Beam Column Joint;Moment Frame;Beam Plastic Hinge;Ground Motion;Equivalent SDOF System;Coupling Beams;Acceptance Criteria Values;Pushover Analysis;Roof Displacement;Capacity Curve;Mode Shapes;Longitudinal Reinforcement;Equivalent Lateral Force Method
Introduction.Seismology and Site Effects. Dynamics of Linear Elastic SDOF Oscillators. Dynamics of Nonlinear SDOF Oscillators. Dynamics of Linear and Nonlinear MDOF Systems. Characterization of dynamic response using Principal Components Analysis. Equivalent SDOF Systems and Nonlinear Static (Pushover) Analysis. Principles of Earthquake-Resistant Design. Stability of the Yield Displacement. Performance-based Seismic Design. Plastic mechanism analysis. Proportioning of Earthquake-Resistant Structural Systems. Probabilistic Considerations. System Modeling and Analysis Considerations. Component Proportioning and Design Based on ACI 318. Component Proportioning and Design Requirements According to Eurocodes 2 and 8. Component Modeling and Acceptance Criteria. Design Methods. Design Examples. Design Charts for Rectangular and Barbell Section Walls. Plan Torsion. Validation of Column Flexural Stiffness Model.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
FEMA P-695;earthquake-resistant structural engineering;Moment Resistant Frame;seismic performance evaluation;Nonlinear Response History Analyses;reinforced concrete buildings;Roof Drift Ratio;performance-based seismic design;Elastic Mode Shape;Plastic Hinge;SDOF System;Displacement Response History;Interstory Drift;MDOF System;Peak Displacement Response;Yield Displacement;Beam Column Joint;Moment Frame;Beam Plastic Hinge;Ground Motion;Equivalent SDOF System;Coupling Beams;Acceptance Criteria Values;Pushover Analysis;Roof Displacement;Capacity Curve;Mode Shapes;Longitudinal Reinforcement;Equivalent Lateral Force Method
