[1]姚继涛,王枭雄,杨 成.基于设计值法的结构可靠性设计实用性研究[J].西安建筑科技大学学报(自然科学版),2024,56(04):475-482.[doi:10.15986/j.1006-7930.2024.04.001]
 YAO Jitao,WANG Xiaoxiong,YANG Cheng.Practical study of structural reliability design based on design value method[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2024,56(04):475-482.[doi:10.15986/j.1006-7930.2024.04.001]
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基于设计值法的结构可靠性设计实用性研究()
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西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
56
期数:
2024年04期
页码:
475-482
栏目:
出版日期:
2024-08-28

文章信息/Info

Title:
Practical study of structural reliability design based on design value method
文章编号:
1006-7930(2024)04-0475-08
作者:
姚继涛12王枭雄12杨 成12
(1.西安建筑科技大学 土木工程学院,陕西 西安 710055; 2.西安建筑科技大学 结构工程与抗震教育部重点实验室,陕西 西安 710055)
Author(s):
YAO Jitao12WANG Xiaoxiong12YANG Cheng12
(1.School of Civil Engineering, Xi'an Univ. of Arch. & Tech., Xi'an 710055, China; 2.Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education(XAUAT), Xi'an 710055, China)
关键词:
分项系数法 设计值法 灵敏度系数 实用设计表达式
Keywords:
partial factors method design value method sensitivity factor practical design expressions
分类号:
TU318
DOI:
10.15986/j.1006-7930.2024.04.001
文献标志码:
A
摘要:
目前,结构设计主要采用基于概率的分项系数法,而随着材料强度、施工工艺、设备性能的改善以及荷载作用的变化,该法在使用过程中因分项系数的取值固定而缺乏灵活性、通用性、并且可靠度控制精度不足.为此,国际上提出了设计值法.该法可从根本上解决目前设计方法的缺陷,但仍缺乏足够的工程实用性,尚未全面推广.鉴于此,根据工程设计习惯,以结构可靠度理论和设计值法为基础,建立基于设计值法的实用设计表达式,并结合工程实际给新的设计表达式选取最优的灵敏度系数,从而建立新的实用性设计值法的应用研究理论.结果表明,新的实用设计值法在工程应用中提高了可靠度控制精度和实用性.
Abstract:
At present, the design of structures mainly adopts the probability based partial coefficient method. However, with the improvement of material strength, construction technology, equipment performance, and changes in load effects, this method lacks flexibility, universality, and reliability control accuracy due to the fixed values of partial coefficients in the application process. For this reason, the design value method is proposed internationally. The method can fundamentally solve the defects of the current design method, but it still lacks sufficient engineering practicability and has not been fully promoted. In view of this, according to the current engineering design habits, a practical design expression based on the design value method is established on the basis of the structure reliability theory and the current design value method, and the optimal sensitivity coefficients are selected for the new design expressions in combination with engineering practice, so as to establish the application research theory of the new practical design value method. The results show that the new practical design value method improves the reliability control accuracy and practicality in engineering applications.

参考文献/References:

[1]中华人民共和国住房和城乡建设部. 工程结构可靠性设计统一标准: GB 50153—2008[S]. 北京: 中国建筑工业出版社, 2008.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Uniform standard for engineering structural reliability design: GB 50153—2008[S]. Beijing: China Architecture & Building Press, 2008.
[2]American Society of Civil Engineers. Minimum design load in buildings and other structures:ASCE/SEI 7-0[S]. Reston, VA: American Society of Civil Engineers, 2010.
[3]Nordic Committee for Building Structures. Guidelines for loading and safety regulations for structural design[R]. NKB Reports No. 55E. Helsinki: Nordic Committee for Building Structures, 1987.
[4]The Overseas Coastal Area Development Institute of Japan. Technical standards and commentariesfr port and harbour faclities in Japan[M]. Tokyo: The Overseas Coastal Area Development Institute of Japan, 2002: 312-360.
[5]姚继涛, 罗张飞. 既有结构可靠性评定的设计值法[J].西安建筑科技大学学报(自然科学版), 2016, 48(1): 18-23.
YAO Jitao, LUO Zhangfei. Design value method for reliability assessment of existing structures[J]. J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition), 2016, 48(1): 18-23.
[6]中华人民共和国住房和城乡建设部. 建筑结构可靠性设计统一标准: GB 50068—2018[S].北京: 中国建筑工业出版社, 2018.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Uniform standard for structural reliability design of buildings: GB 50068—2018[S]. Beijing: China Architecture & Building Press, 2018.
[7]陈淮, 葛素娟, 李静斌, 等. 中原地区住宅建筑结构活荷载调查与统计分析[J]. 土木工程学报, 2006, 39(5): 29-34, 64.
CHEN Huai, GE Sujuan, LI Jingbin, et al. Investigation and statistical analysis of structural live loads of residential buildings in the Central Plains[J]. Journal of Civil Engineering, 2006, 39(5): 29-34, 64.
[8]牛建刚, 牛荻涛. 住宅结构楼面荷载的调查与统计分析[J]. 西安建筑科技大学学报(自然科学版), 2006, 38(2): 214-220.
NIU Jiangang, NIU Ditao. Investigation and statistical analysis of residential structural floor loads[J]. J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition), 2006, 38(2): 214-220.
[9]胡晓鹏, 牛荻涛, 薛国辉. 住宅结构抗力的调查与统计分析[J]. 哈尔滨工业大学学报, 2008, 40(6): 978-981.
HU Xiaopeng, NIU Ditao, XUE Guohui. Investigation and statistical analysis of structural resistance of residential buildings[J]. Journal of Harbin Institute of Technology, 2008, 40(6): 978-981.
[10]胡晓鹏. 结构构件抗力的调查统计与住宅结构可靠性分析[D]. 陕西: 西安建筑科技大学, 2005.
HU Xiaopeng. Investigation statistics of structural member resistance and reliability analysis of residential structures[D]. Xi'an: Xi'an Univ. of Arch. & Tech., 2005.
[11]熊学玉, 葛益芃,姚刚峰.预制预应力混凝土双T板受弯性能足尺试验研究[J]. 建筑结构学报, 2022, 43(2): 127-136,172.
XIONG Xueyu, GE Yipeng, YAO Gangfeng. Footprint test on bending performance of precast prestressed concrete double T slab[J]. Journal of Building Structures, 2022, 43(2): 127-136,172.
[12]International Organization for Standardardization. General principals on reliability for structures:ISO 2394:2015[S]. Geneva: International Organization for Standardization, 2015.
[13]JCSS. JCSS probabilistic model code: ISBN 978-3-909386-79-6[S]. Copenhagen: Joint Committee on Structural Safety, 2011.
[14]姚继涛,解耀魁.结构可靠度分析中作用的随机过程组合方法[J]. 建筑结构学报, 2013, 34(2): 125-130.
YAO Jitao, XIE Yaokui. Stochastic process combination method for the role in structural reliability analysis[J]. Journal of Building Structures, 2013, 34(2):125-130.
[15]姚继涛,解耀魁.设计值法中灵敏度系数的优化及取值[J]. 工业建筑, 2015, 45(7): 79-83.
YAO Jitao,XIE Yaokui. Optimization and value of sensitivity coefficient in design value method[J]. Industrial Architecture, 2015, 45(7): 79-83.
[16]YAO J, CHENG K. Discussion of sensitivity factors and dominating variable for design valuemethod[J]. KSCE Journal of Civil Engineering, 2017, 21(1): 37-44.
[17]姚继涛, 程凯凯. 结构安全性设计的通用表达式[J]. 应用力学学报,2014, 31(2): 275-281,315-316.
YAO Jitao, CHENG Kaikai. General expressions for structural safety design[J]. Journal of Applied Mechanics, 2014, 31(2): 275-281,315-316.
[18]姚继涛,程凯凯.结构适用性设计的通用表达式[J].应用力学学报, 2014, 31(3): 440-445,495.
YAO Jitao, CHENG Kaikai. General expressions for structural fitness for design[J]. Journal of Applied Mechanics, 2014, 31(3): 440-445,495.
[19]周佳乐, 李传习, 陈卓异, 等. 配筋UHPC梁抗扭承载力可靠度分析及材料分项系数的确定[J]. 土木工程学报, 2022, 55(2): 11-22.
ZHOU Jiale, LI Chuanxi, CHEN Zhuoyi, et al. Reliability analysis of torsional load bearing capacity of reinforced UHPC beams and determination of material sub-factors[J]. Journal of Civil Engineering, 2022, 55(2): 11-22.
[20]冯云芬. 可靠度理论在结构设计中的若干应用研究[D]. 大连: 大连理工大学, 2015.
FENG Yunfen. Research on some applications of reliability theory in structural design[D]. Dalian: Dalian University of Technology, 2015.
[21]姚继涛. 既有结构可靠性理论及应用[M]. 北京: 科学出版社, 2008.
YAO Jitao. Theory and aication of reliability of existing structures[M]. Beijing: Science Press,2008.
[22]解耀魁. 工程结构通用可靠度设计与评定方法[D]. 西安: 西安建筑科技大学, 2010.
XIE Yaokui. General reliability design and evaluation method for engineering structures[D]. Xi'an:Xi'an Univ. of Arch. & Tech., 2010.
[23]杨艳. 既有结构可靠性鉴定的荷载研究及其应用[D]. 上海: 同济大学, 2008.
YANG Yan. Load research on reliability of existing structures and its application[D]. Shanghai: Tongji University, 2008.
[24]中华人民共和国住房和城乡建设部. 混凝土结构设计规范:GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2015.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Code for the design of concrete structures:GB 50010—2010[S]. Beijing: China Architecture & Building Press, 2015.

相似文献/References:

[1]姚继涛,罗张飞,程凯凯,等.既有结构可靠性评定的设计值法[J].西安建筑科技大学学报(自然科学版),2016,48(01):18.[doi:10.15986/j.1006-7930.2016.01.003]
 YAO Jitao,LUO Zhangfei,CHENG Kaikai,et al.Design value method of assessing the existing structural reliability[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2016,48(04):18.[doi:10.15986/j.1006-7930.2016.01.003]

备注/Memo

备注/Memo:
收稿日期:2023-05-31修回日期:2024-05-27
基金项目:国家自然科学基金(51278401)
第一作者:姚继涛(1965—),男,博士,教授,博导,主要研究方向为工程结构可靠性.E-mail:yaojitao1224@163.com
通信作者:王枭雄(1999—),男,硕士生,主要从事工程结构可靠性设计方面研究.E-mail:1931853680@qq.com
更新日期/Last Update: 2024-08-28