摘要
地震可靠度是桥梁抗震研究中的重要问题.采用Monte Carlo方法对按现行结构设计规范和抗震设计规范设计的公路钢筋混凝土桥主梁进行受弯、受剪可靠度分析,对不同烈度地震作用下梁的可靠度进行校核,研究地震发生概率、材料强度、配筋率等因素对抗震可靠度的影响.在此基础上,基于延性设计思想,分析主梁"强剪弱弯"概念设计的可靠性.分析结果表明,按现行规范设计的钢筋混凝土梁具有较大抗震可靠指标,基本满足目标可靠度要求;但在弯剪共同作用条件下,应适当减小弯矩影响系数,以提高"强剪弱弯"概念设计的可靠性.
Reliability analysis is made of reinforced concrete beams designed based on current seismic codes using the method of Monte Carlo.The shear and bend resistant reliability index of the beams under three degrees of seismic intensity is checked,and influences of earthquake occurrence probability,material strength and reinforcement ratio on reliability index are studied.Based on the principle of ductility design,the reliability of the design of strong-shear and weak-bend is analyzed.The results indicate that the beams designed based on the current codes have enough reliability index,but the reliability of strong-shear and weak-bend design is relatively low.It is necessary to reduce the influence coefficient for bend in order to satisfy the design requirements.
出处
《西南大学学报（自然科学版）》
CAS
CSCD
北大核心
2010年第11期145-150,共6页
Journal of Southwest University(Natural Science Edition)
基金
国家自然科学基金资助项目(10602048/A020601)
关键词
钢筋混凝土梁
地震可靠度
延性设计
强剪弱弯
reinforced concrete beam
seismic reliability
ductility design
strong-shear and weak-bend
