摘要
本文以工程结构可靠度理论为依据,分别对Q/g为任意数值时求出相应的失效概率和可靠指标β,然后对弯矩系数(+1/11、-1/14、+1/16、-1/16,+1/16)乘以修正系数η再进行弯矩计算,以保证连续板具有与Q/g=3时相同的可靠度水准。
In this paper according to the theory of reliability of engineering structure when Q/g is an arbitrary valne,we can find the corresponding collapse probability and reliable indexes 3. Then the bending moment factors ( +1/11,-1/14,+1-16,-1/16, +1/16)are multiplied by the correction factor n with diffevent values respectiuely. we again compute the banding moment to insure the,continual plates have the same reliability as Q/g=3.
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
1991年第2期1-7,共7页
Journal of Hefei University of Technology：Natural Science
关键词
连续板
跨度
可靠度
钢筋混凝土
collapse mechanisn, internal forces redistribution, plastic hinge, collapse probabilty,reliability index.
