浅海海域饱和砂土地震液化方法分析探讨

针对浅海海域饱和砂土采用标准贯入试验法和抗液化剪应力法进行液化判别分析,对海底浅表层砂土液化判别时,发现对于设计地震第一组、7度和8度条件下,采用《建筑抗震设计规范》（GB50011）2001版推荐的原判别公式比2010版推荐的新公式液化判别结果安全度要高,当工程场地浅表层有砂土分布时,建议采用原判别公式进行液化判别更偏于安全。抗液化剪应力法对海域砂土的液化判别成功率较高,有着较好的适宜性,是值得推广应用的液化判别方法。     

高海拔特长公路隧道需风量计算的探讨

隧道需风量是制定通风方案的基础和依据,其不仅直接关系到通风工程的投资规模,而且还关系到隧道后期运营的安全和舒适。通过对永古高速公路隧道需风量相关的基准排放量、海拔高度系数、控制工况等参数的分析和研究,确定了针对高海拔大纵坡特长公路隧道的合理需风量,为合理通风方案的制定奠定了基础。     

一种有向概率图连通性仿真算法

图的连通性分析在系统可靠性分析、系统结构优化等领域有重要作用,该文为分析有向概率图的连通性提出了一种仿真算法。对该方法使用MATLAB和GENIE软件进行仿真,首先通过MATLAB计算网络连通分布情况,得到中间结果,然后将中间结果输入到GENIE,可以根据相互独立的各边失效度分析有向概率图连通的概率、各边失效时网络连通概率、网络不连通时各边失效概率以及进行灵敏度分析。仿真结果表明,该方法精度准确,运算速度快,适用于复杂结构的有向概率图连通性分析。     

ALTERATION IN CONTRACTILE RESPONSE TO NORADRENALINE,5-HYDROXYTRYPTAMINE, SARAFOTOXIN 6c, AND ANGIOTENSINⅡ IN RAT MESENTERIC ARTERY DURING ORGAN CULTURE

Theresistanceinindividualvascularbedsdeter minesthelocaldistributionofbloodflowtoandwithindifferentorgans.Thecontractilestateofanarteryiscontrolledbymediatorsreleasedlocallyfromnerveterminalsandendothelialcells ,andbycirculatinghormones .Thesemediatorsgiverisetoeffectsthroughtheirreceptors .Mediatorscanaffectvascularsmoothmuscleei therdirectly ,byactingonthesmoothmusclecellsthemselves ,orindirectly ,byactingonendothelialcellsoronnerveterminals ,especiallythoseofthesympatheticnervoussystem .Som…     

ALTERATION IN CONTRACTILE RESPONSE TO NORADRENALINE,5-HYDROXYTRYPTAMINE,SARAFOTOXIN 6c,AND ANGIOTENSINⅡIN RAT MESENTERIC ARTERY DURING ORGAN CULTURE

Objective To compare the vasoconstrictive effects of 9 mediators on fresh and incubated mesenteric arteries of rats. Methods The superior mesenteric artery of rat was removed and the endothelium was denuded. The vessels were cut into 1 mm long cylindrical segments and subjected to organ culture for 24 hours. Fresh or incubated segments were immersed into tissue baths and the concentration-response curves were obtained by cumulative administration of the vasoconstrictors. Results In fresh mesenteric artery, endothelin-1 (ET-1), 5-hydroxytryptamine (5-HT), noradrenaline (NA), 5-carboxamidotryptamine (5-CT), and angiotensinⅡ (AngⅡ) induced potent and sustained constrictions in a concentration-dependent manner. The contraction induced by sarafotoxin 6c (S6c) was weak, while bradykinin (BK), des-Arg-bradykinin (DA-BK), and human urotensinⅡ (hUT-II) showed no detectable contraction. The concentraion-response curves in order of slopes was ET-1, NA, 5-HT, 5-CT, and AngⅡ. The order of the maximum contractions was ET-1>NA=5-HT=5-CT>AngⅡ>S6c. After organ culture, the concentration-response curves induced by S6c, NA, and 5-HT were significantly increased, while that induced by AngⅡ was decreased as comparing to fresh arteries. BK contracted the artery only weakly. Conclusion Organ culture changed the phenotypes towards an increased efficacy of NA, 5-HT, S6c, and a reduced efficacy of AngⅡ, which is in accordance with the results of pharmacological characterization in some human vascular disease.     

异沉降控制的复合桩基有限元分析

拟通过控制差异沉降对复合桩基进行优化,利用有限元方法分析对比了常规桩基、复合桩基、变桩长、变桩径对桩基沉降的影响。分析结果表明,通过在筏板下布置长度不等的桩,有效地减小了基础的差异沉降,相对等桩长布桩可节省约30%造价。通过对桩径进行调整的优化措施,相对桩长的调整而讲,对差异沉降影响较小,且不易于施工,不建议在实际工程中推广应用。     

轨道交通车辆牵引制动试验系统的研制

介绍了轨道交通车辆牵引制动试验系统的基本原理及组成,并说明其功能,提出了改进方向。     

浅析水泥混凝土桥面铺装施工技术

主要从水泥混凝土桥面铺装技术入手,首先从水泥混凝土桥面铺装的施工工艺流程展开全面和系统研究,确定水泥混凝土桥面铺装的主要施工流程,然后通过对水泥混凝土桥面铺装施工准备工作进行深入的分析,在此基础上,结合施工经验,提出水泥混凝土桥面铺装施工要点,为我国水泥混凝土桥面铺装施工技术的进步和发展奠定坚实的基础。     

城市曲线匝道桥有限元建模及抗震性能评估

针对城市曲线匝道桥的结构特点,探讨了曲线匝道桥抗震分析时应注意的若干问题.以某一实际工程为背景,采用线性及非线性时程反应分析方法分析了该桥在E1、E2地震作用下的地震反应,并根据公路桥梁抗震设计细则和能力保护设计原则进行了抗震性能评价.结果表明:该匝道桥能够满足规范"E1地震作用下结构不坏,E2地震作用下震后经加固可限速通车"的抗震性能.     

客运专线桥墩-基础滞回特性的模型试验研究

通过桥墩基础与地基模型相互作用的滞回特性试验,获得墩顶力与位移的滞回及骨架曲线.采用静力Pushover法,对模型桥墩进行建模分析.分析中考虑地基土性质的复杂性以及滞回特性分析中要考虑土的加载、卸载以及再加载的本构关系.研究模型桥墩在周期性反复荷载作用下,进入非线性阶段的能量耗散、滞回特性、延性性能、破坏机理和破坏特征.