非规则梁式桥地震响应分析

文章以百色巴明非规则梁式高架桥为研究对象,通过建立有限元模型,探讨了该桥的自振特性,并利用反应谱法和时程分析法,计算分析了不同工况下桥梁的地震响应情况。     

西安地区汉人GPT遗传多态性研究

用琼脂糖－淀粉混合凝胶电泳法结合特异组织酶染色技术，对汉族人群红细胞谷氨酸转氨酶（ＧＰＴ）的遗传多态性进行研究。结果表明：该方法灵敏快速，分辨率高。ＧＰＴ可分为ＧＰＴ１－１型；ＧＰＴ２－２型；ＧＰＴ２－１型。基因频率ＧＰＴ１为０．５３６８，ＧＰＴ２为０．４６３２，符合Ｈａｒｄｙ－Ｗｅｒｉｎｂｅｒｇ平衡定律。ＧＰＴ分型在人群个体间的识别ＤＰ值为０．６２４９，是法医个人识别和亲权鉴定非常有用的遗传标记，也可作为异体骨髓移植成功在接的诊断指标。     

汽车前后悬架固有频率的匹配研究

本文从减小汽车纵向角振动出发，分析了前后悬架固有频率的匹配问题，给出了前后悬架固有频率比值与汽车质心位置，簧载质量分配系数ε的关系，并通过实例进行了４自由度模型的角振动分析。结果表明：匹配后的汽车俯仰加速度均方根值可减小约３０％。     

非规则铁路连续梁桥抗震体系优化

从非规则铁路连续梁桥各桥墩协同抗震的角度,引入墩底摇摆隔震及支座减隔震,以1座(60+100+60)m连续梁桥为例,建立全桥动力分析模型进行地震反应分析,研究具有中等高度(20~30m)实心桥墩的非规则铁路连续梁桥采用摇摆隔震的适用性,以及全桥采用支座减隔震时的桥墩优化配筋准则。结果表明:采用摇摆隔震时,摇摆墩墩底恒载轴力大,提离位移敏感性高,地震作用下墩顶位移可控制在较小的范围且提离后墩底弯矩变化稳定,易随其余各墩协同抗震,经抗震性能验算确定摇摆墩配筋率为0.6%;采用支座减隔震时,桥墩本身地震反应贡献率最高可达71%,桥墩惯性力主控墩底内力,以地震作用下各墩同步保持弹性为原则,优化后各墩配筋率依次为0.7%,0.3%,0.5%和0.7%。以上2种优化均可使非规则铁路连续梁桥达到"大震不坏"的设防水平。     

大开口型船舶在不规则波中的波浪扭矩预报分析

综述了现有船舶波浪扭矩的计算分析方法，用STF切片理论方法计算了大开口船舶波浪扭矩的传递函数。根据不同波谱理论模型对不规则波中的扭矩作了统计预报，讨论了波浪扭矩予报对波谱的敏感性。研究结果表明，波浪扭矩对波谱谱型的依赖程度相当大；特征波浪周期对统计值的影响比有义波高大；对相同有义波高，PM谱相应的预报值比ITTC二参数谱的结果更偏于保守。     

Load effects on vessel-shaped fish cage steel structures,nets and connectors considering the effects of diffraction and radiation waves under irregular waves

Vessel-shaped fish cages are mainly composed of a large floating body, aquaculture nets and a number of steel frames. Due to the large scale of vessel-shaped fish cages, the velocity field induced by the diffraction waves and radiation waves cannot be ignored in the calculation of the loads on the net and steel frames. In turn, the loads can affect the wave-induced response of the floating body and hence the radiation waves as well as the sectional forces. In this paper, a novel method is proposed to consider the coupling effect. First, considering the irregular waves in short-term periods, the global response of the floating body is calculated in the time domain by the state-space method based on potential flow theory. Meanwhile, the velocity field considering the influence of the floating body is built according to the velocity transfer function. Then, the Morison formula is used to calculate the loads on the nets and the steel frames. Finally, the coupling achieved through numerical iterations is considered in the calculation of the twine tension, load effect of connector and the global cross-section under irregular waves. It is found that the diffraction and radiation waves make a significant difference in the twine tension and connector load effect.