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建筑结构荷载规范GB50009-2001 （英文版）PDF|Epub|txt|kindle电子书版本网盘下载
- 中国工程建设标准化协会组织翻译 著
- 出版社： 中国建筑工业出版社
- ISBN：
- 出版时间：2005
- 标注页数：206页
- 文件大小：2MB
- 文件页数：214页
- 主题词：
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图书目录
Table of Contents1
1 General Principles1
2 Terms and Symbols2
2.1 Terms2
2.2 Symbols4
3 Classification of Loads and Combination of Load Effects6
3.1 Classification of Loads and Representative Values of Loads6
3.2 Combination of Loads7
4 Live Loads on Floors and Roofs10
4.1 Uniform Live Loads on Floors in Civil Buildings10
4.2 Live Loads on Floors in Industrial Buildings12
4.3 Live Loads on Roofs13
4.4 Ash Load on Roofings14
4.5 Construction and Maintenance Loads,and Horizontal Load on Railings16
4.6 Dynamic Coefficient16
5 Crane Load17
5.1 Vertical and Horizontal Crane Loads17
5.2 Combination of Multi-crane17
5.3 Dynamic Coefficients of Crane Loads18
5.4 Combination Value,Frequent Value and Quasi-permanent Value of Crane Load18
6.2 Roofing Snow Cover Distribution Factor19
6.1 Characteristic Value of Snow Load and Reference Snow Pressure19
6 Snow Load19
7 Wind Load23
7.1 Characteristic Value of Wind Load and Reference Wind Pressure23
7.2 Exposure Factor for Wind Pressure23
7.3 Shape Factor of Wind Load25
7.4 Along Wind Direction Wind Excitation and Dynamic Wind Effect Factor39
7.5 Gust Factor42
7.6 Cross Wind Direction Wind Excitation43
Appendix A Self-weight of Commonly Used Materials and Structural Members45
Appendix B Determination Method of Equivalent Uniform Live Loads on Floors57
Appendix C Live Loads on Floors in Industrial Buildings60
Appendix D Determination Method for the Reference Snow Pressure and Wind Pressure65
D.1 Reference Snow Pressure65
D.2 Reference Wind Pressure65
D.3 Statistical Calculation of Snow Pressure and Wind Velocity66
D.4 Values of Snow Pressure and Wind Pressure for the Towns,Cities of Nation-wide68
D.5 The Distribution Diagrams of Reference Snow Pressures，Wind Pressures and the Zoning Diagram for the Coefficients of Quasi-permanent Values of Snow Loads throughout the Country88
Appendix E Empirical Formulae for the Structral Fundamental Natural Period of Vibration89
E.1 High-rise Structures89
E.2 Tall Buildings90
Appendix F Approximate Values for Vibration Mode Factors of Structures91
Appendix G Explanation of Wording in This Code93