T/CECS 160-2004 Seismic Design Code for Earthquake Resistant Performance of Construction Works (Trial Version)
T/CECS 160-2004 Seismic Design Code for Earthquake Resistant Performance of Construction Works (Trial Version)
Basic Information
Scope
Main technical content: This guideline is a voluntary pilot standard, mainly applicable to the seismic design of industrial and civil buildings and some structures based on their behavior. The seismic behavior design principles specified in this guideline are also applicable to civil engineering structures, and can serve as a model for formulating seismic behavior design standards for various engineering structures in the future. The main chapters include: General Provisions, Terminology and Symbols, Basic Requirements for Seismic Design, Site Category Assessment and Earthquake Impact Coefficient, Foundation, Seismic Action and Structural Seismic Check, Steel Structures, Reinforced Concrete Structures, Steel-Reinforced Concrete Composite Structures, Masonry Structures, Seismic-Isolated Buildings, Non-Structural Components, Appendix A: Seismic Fortification Intensity of Major Cities in China, Basic Design Earthquake Acceleration, Characteristic Period Zoning and Earthquake Hazard Characteristics Zoning, Appendix B: Site Classification and Site Characteristic Period Tg, Appendix C: Determination of Shear Wave Velocity of Soil Layers, Appendix D: Damping Modification of Site Response Spectrum, Appendix E: Recommended Design Earthquake Motions for Class I, II, III, and IV Sites, Appendix F: Equivalent Instability Critical Stress σ (cr MPa) of Laminated Rubber Isolation Bearings