GB 50068-2018建筑结构可靠性设计统一标准(英文版)

GB 50068-2018建筑结构可靠性设计统一标准(英文版)

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GB 50068-2018建筑结构可靠性设计统一标准(英文版)

此标准为英文翻译版，现货，已翻译好，供给各大国外公司使用， 我们支持各种付款渠道，可以支付宝，微信，或者对公付款 也提供正规国税开具的发票 <3000元开具增值税电子发票 ≥3000元可申请开具增值税专用发票 我们的价格应该是目前国内最优惠，最便宜的， 欢迎新老客户前来征订！ 我们是专业做翻译服务和国际标准征订的单位 有意者请联系 Es前缘 qq：--   电话/微信：-- 邮箱：tuxren@tuxren.com 以下是标准内容简介： Foreword Codeofchina Inc. is in charge of this English translation. In case of any doubt about the English translation, the Chinese original shall be considered authoritative. In accordance with the requirements of MOHURD Notice on Printing and Distributing the Development and Revision Plan of Engineering Construction Standards and Specifications in 2015 (JIAN BIAO [2014] No. 189), this standard is revised by the drafting team through extensive investigation, careful summarization of practical experience, reference to relevant international standards and foreign advanced standards and on the basis of widely solicited opinions. The main technical contents of this standard are as follows: 1. General Provisions; 2. Terms and Symbols; 3. Basic Requirements; 4. Principle of Limit State Design; 5. Actions on Structures and Environmental Influences; 6. Properties of Materials and Geotechnics and Geometrical Quantities; 7. Structural Analysis and Design Assisted by Testing; 8. Method of Partial Factors Design. The main technical contents of the revision of this standard are as follows: 1. Comprehensive coordination with the Unified Standard for Reliability Design of Engineering Structures (GB 50153-2008); 2. Adjustment of the setting level of the safety degree of the building structure, increasing of the value of the partial factors of related functions; and for the basic combination of the action, canceling of the combined functions of the original standard that played a controlling role when the permanent load effect is dominant; 3. Addition of the seismic design status, and introduction of the design concept of "No damage in small earthquake, repairable in medium earthquake and no failure in great earthquake" to the seismic design of building structure; 4. Improvement of the requirements on reliability assessment of existing structures; 5. Addition of relevant regulations on the overall stability design of the structure; 6. Addition of relevant regulations on design of limit state of structure durability. The provision printed in bold type in this standard are compulsory and must be enforced strictly. The Ministry of Housing and Urban-Rural Development of the People's Republic of China is in charge of the administration of this standard and the explanation of the compulsory provisions; China Academy of Building Research is responsible for the explanation of specific technical contents. During the process of implementing this code, the relevant opinions and advices, whenever necessary, can be posted or passed on to China Academy of Building Research (Address: No.30, North 3rd Ring East Road, Beijing, 100013, China). Chief development organizations of this standard: China Academy of Building Research 3Participating development organizations: China Northeast Architecture Design and Research Institute Co., Ltd., Chongqing University, Central-South Architectural Design Institute Co., Ltd., China Southwest Architectural Design and Research Institute Co., Ltd., Dalian University of Technology, Zhejiang University and National Center for Quality Supervision and Test of Building Engineering Chief drafting staff of this standard: Shi Zhihua, Xiao Congzhen, Chen Kai, Zhu Aiping, Liu Bin, Dai Guoxin, Xu Houjun, Yang Xuebing, Gong Jinxin, Jin Weiliang, Teng Yanjing, Luo Kaihai, Di Xiaotang and Bai Shengxiang Chief reviewers of this standard: Lou Yu, LiuXila, Zhang Yongyi, Liu Qiongxiang, Zheng Wenzhong, Wu Ti, Wang Lijun, Li Yuanqi, Zhang Xinpei and Xue Huili 4Contents 1 General Provisions.........................................................................................................1 2 Terms and Symbols........................................................................................................1 2.1 Terms ...................................................................................................................1 2.2 Symbol .................................................................................................................8 3 Basic Requirements.....................................................................................................10 3.1 Basic Principles..................................................................................................10 3.2 Class of Safety and Reliability ...........................................................................11 3.3 Design Service Life and Durability.....................................................................12 3.4 Reliability Management .....................................................................................13 4 Principle of Limit State Design.....................................................................................14 4.1 Limit States ........................................................................................................14 4.2 Design Situations...............................................................................................15 4.3 Limit State Design..............................................................................................15 5 Actions on Structures and Environmental Influences..................................................17 5.1 General Requirements.......................................................................................17 5.2 Actions on Structures.........................................................................................17 5.3 Environmental Influences ..................................................................................20 6 Properties of Materials and Geotechnics and Geometrical Quantities........................20 6.1 Properties and Geotechnics of Materials ..........................................................20 6.2 Geometrical Quantities ......................................................................................21 7 Structural Analysis and Design Assisted by Testing ....................................................22 7.1 General Requirements.......................................................................................22 7.2 Structural Modelling ...........................................................................................22 7.3 Actions Modelling...............................................................................................22 7.4 Method of Structural Analysis ............................................................................23 7.5 Design Assisted by Testing................................................................................23 8 Method of Partial Factors Design.................................................................................24 8.1 General Requirements.......................................................................................24 8.2 Ultimate Limit States..........................................................................................25 8.3 Serviceability Limit States..................................................................................29 Appendix A Assessment of Existing Structures ..............................................................32 Appendix B Structural Integrity .......................................................................................39 Appendix C Design of Durability Limit States .................................................................42 Appendix D Quality Management ...................................................................................48 Appendix E Basis for Reliability and Method of Structural Reliability Design ................50 Appendix F Design Assisted by Testing..........................................................................57 Explanation of Wording in This Standard ..........................................................................61 List of Quoted Standards...................................................................................................62 I