目录 1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Symbols and Notation 3 Classification and Combination of Loads 3.1 Classification of Loads and Representative Values of Loads 3.2 Combination of Loads 4 Permanent Load 5 Live Loads on Floors and Roofs 5.1 Uniformly Distributed Live Loads on Floors in Civil Buildings 5.2 Live Loads on Floors in Industrial Buildings 5.3 Live Loads on Roofs 5.4 Ash Load on Roofs 5.5 Construction and Maintenance Loads and Load on Railings 5.6 Dynamic Coefficient 6 Crane Load 6.1 Vertical and Horizontal Crane Loads 6.2 Combination of Multi-cranes 6.3 Dynamic Coefficients of Crane Loads 6.4 Combination Value, Frequent Value and Quasi-permanent Value of Crane Load 7 Snow Load 7.1 Characteristic Value of Snow Load and Reference Snow Pressure 7.2 Distribution Factor for Roof Snow Load 8 Wind Load 8.1 Characteristic Value of Wind Load and Reference Wind Pressure 8.2 Exposure Factor for Wind Pressure 8.3 Shape Factor of Wind Load 8.4 Along-Wind Vibration and Dynamic Response Factor 8.5 Across-Wind and Torsional Wind Induced Vibration 8.6 Gust Factor 9 Thermal Action 9.1 General Requirements 9.2 Reference Air Temperature 9.3 Uniform Thermal Action 10 Accidental Load 10.1 General Requirements 10.2 Explosion 10.3 Impact Appendix A Self-weight of Commonly Used Materials and Structural Members Appendix B Reduction Factor of Fire Engine Load Accounting for the Influence ofCovered Soil Appendix C Determination Method of Equivalent Uniformly Distributed Live Loadson Floors Appendix D Live Loads on Floors in Industrial Buildings Appendix E Determination Method for the Reference Snow Pressure, Wind Pressure and Air Temperature E.1 Reference Snow Pressure E.2 Reference Wind Pressure E.3 Statistical Calculation of Snow Pressure and Wind Velocity E.4 Reference Air Temperature E.5 Values of Snow Pressure, Wind Pressure and Reference Air Temperature for Cities Nationwide E.6 Nationwide Maps of Reference Snow Pressures, Reference Wind Pressures and Reference Air Temperature Appendix F Empirical Expressions for the Structural Fundamental Natural Period of Vibration F.1 High-rise Structures F.2 Tall Buildings Appendix G Approximate Values for Vibration Mode Factors of Structures Appendix H Equivalent Wind Load of Aross-wind and Torsional Vibration H.1 Equivalent Wind Load of Across-wind Vibration for Structures with Circle Section H.2 Equivalent Wind Load of Across-wind Vibration for Tall Buildings with Rectangular Plan H.3 Equivalent Wind Load of Torsional Vibration for Tall Buildings with Rectangular Plan Appendix J Acceleration of wind Induced Along-wind and Across-wind Vibration for Tall Buildings J.1 Calculation of Acceleration for Along-wind Vibration J.2 Calculation of Acceleration for Across-wind Vibration Explanation of Wording in This Code List of Quoted Standards
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