首页|桥梁承载能力多水准可靠度评定方法

桥梁承载能力多水准可靠度评定方法

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为在中国桥梁评定规范中引入"保守设计,非保守评定"的思想,提出一种"新-旧桥"两水准可靠度评定方法。对比分析了中、美桥梁评定规范分析检算公式、评定可靠指标和分项系数的异同,并将美国规范通过折减活载分项系数调整评定可靠度的方法引入中国规范中。首先提出了将新桥设计可靠指标折减0。5作为旧桥评定可靠指标的方法,之后通过一次二阶矩方法对不同受力形式、不同荷载运营状况的评定活载分项系数进行校准,给出了"新桥1。4,旧桥1。2"的评定活载分项系数取值建议,最后通过一个RC简支T梁桥评定算例验证了方法的可行性。结果显示,所提出评定方法与规范方法相比最不利需求能力比降低了0。07,实现了在役旧桥的非保守评定。
Multi-level reliability-based load-carrying capacity evaluation method of bridges
To introduce the philosophy of"conservative design,non-conservative evaluation"into Chinese bridge evaluation code,an"inventory and operation"two target-reliability level bridge evaluation method is proposed.The similarities and differences between Chinese and American bridge evaluation codes are summa-rized,which include the unity check formulas,target reliability indexes and load factors.Based on the com-parison results,the method of adjusting the target reliability indexes by reducing the live load factor is intro-duced into Chinese code.First,the evaluation reliability index of operational bridges is obtained through reduc-ing the design reliability of inventory bridges by 0.5.Then,the evaluation live load factors of operational bridges with different load types and live load conditions are calibrated through first order second moment(FOSM)method,and an"inventory bridges 1.4,operational bridges 1.2"live load factors selection sugges-tion is given.Finally,the feasibility of the proposed method is verified through a simply supported RC T-beam bridge evaluation example.The results show that the most unfavorable demand-capacity ratio is reduced by 0.07 compared with the specification method,which realizes the non-conservative evaluation philosophy of the operational bridge.

highway bridgesload-carrying capacity evaluationlimit statereliability indexload factor

郑旭、伊廷华、杨东辉、李宏男、周海俊

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大连理工大学土木工程学院,大连 116024

深圳大学土木与交通工程学院,深圳 518060

公路桥梁 承载能力评定 极限状态 可靠指标 分项系数

国家自然科学基金资助项目国家自然科学基金资助项目中国博士后科学基金资助项目

52208147520781022022TQ0053

2024

东南大学学报(自然科学版)
东南大学

东南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.989
ISSN:1001-0505
年,卷(期):2024.54(1)
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