Tài liệu tham khảo giáo trình cơ học kết cấu trong ngành xây dựng bằng Tiếng Anh - Yamaguchi, E. “Basic Theory of Plates and Elastic Stability” Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton: CRC Press LLC, 1999 - Performance-Based Seismic Design Criteria For Bridges | Duan L. and Reno M. Performance-Based Seismic Design Criteria For Bridges Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton CRC Press LLC 1999 Performance-Based Seismic Design Criteria For Bridges Notations Introduction Damage to Bridges in Recent Earthquakes No-CollapseBased Design Criteria Performance-Based Design Criteria Background of Criteria Development Performance Requirements General Safety Evaluation Earthquake Functionality Evaluation Earthquake Objectives of Seismic Design Loads and Load Combinations Load Factors and Combinations Earthquake Load Wind Load Buoyancy and Hydrodynamic Mass Structural Materials Existing Materials New Materials Determination of Demands Analysis Methods Modeling Considerations Determination of Capacities Limit States and Resistance Factors Effective Length of Compression Members Nominal Strength of Steel Structures Nominal Strength of Concrete Structures Structural Deformation Capacity Seismic Response Modification Devices Performance Acceptance Criteria General Structural Component Classifications Steel Structures Concrete Structures Seismic Response Modification Devices Defining Terms Acknowledgments References Further Reading Appendix A Lian Duan and Mark Reno Division of Structures California Department of Transportation Sacramento CA Section Properties for Latticed Members Buckling Mode Interaction For Compression Built-up members Acceptable Force D C Ratios and Limiting Values Inelastic Analysis Considerations Notations The following symbols are used in this chapter. The section number in parentheses after definition of a symbol refers to the section where the symbol first appears or is defined. AỶ cross-sectional area Figure 1999 by CRC Press LLC Ab A close Ad Ae Aequiv Af Ag Agt Agv Ai Ant Anv Ap Ar As Aw A A . equiv B C Cb Cw D1 DCaccept Ec Es Et EI eff Fl Fr Fu Fumax Fy Fyf Fymax Fyw G Ib If Ii Is Ix x Iy-y cross-sectional area of batten .
