62.5 m预应力混凝土箱梁移动模架施工技术

介绍特殊条件下利用移动模架施工广州珠江黄埔大桥北引桥上部结构的施工方法,采用移动模架施工大跨度预应力混凝土箱梁的关键控制点及安全防护措施。     

厦门翔鹭酒店桥(大悬臂曲线梁桥)结构设计

厦门翔鹭酒店桥由于使用功能上的特殊要求,使得梁体结构具有桥面宽、悬臂长、柱间横向跨度大的特点。因此,在设计中采用了“船”形箱梁断面,以及边腹板加厚、横梁设置预应力、桥面铺装采用轻质陶粒混凝土等特殊构造措施。     

挂篮-支架加平衡重法施工关键技术及其应用

该文阐述了挂篮-支架加平衡重法施工变截面连续箱梁的基本原理以及关键技术。该方法成功应用于上海市A9高速公路西段拦路港大桥,取得了明显的经济效益和较大的社会效益。     

高速三体船兴波阻力与片体布局优化研究

本文据线性兴波阻力理论推导了辅船体与主船体水下体积不相等情况下的兴波阻力计算公式,据此以数学船型作为片体对高速三体船片体兴波干扰规律、兴波阻力曲线规律进行了研究,并采用简单枚举与等值线图谱相结合的方法对片体布局优化问题进行了探讨.     

园林桥设计初探

园林造艺往往离不开水 ,正是有水的产生 ,才有园林桥的兴起。园林桥应具有独立存在的魅力同时又必须与周边环境相协调 ,才能使人产生生理和心理的共鸣     

预制节段梁模板系统结构设计与系统运作

结合沪闵路高架二期节段梁的预制施工,介绍短线匹配法预制节段梁的模板系统结构设计原则、设计要求和模板系统的构成以及相关操作设备,并介绍了在预制施工过程中该模板系统中固定模板、匹配节段、底模、侧模等的运行方式和所采取精度控制方法。     

浅论SMA沥青路面施工技术与质量控制

文章结合深圳市留仙大道SMA沥青混凝土路面的施工组织设计和施工实践,介绍SMA沥青混凝土 路面的施工技术与质量控制。     

The impact of urban form on automobile travel: disentangling causation from correlation

A longstanding question within the field of transportation demand management is the strength of the relationship between urban form and mobility behavior. Although several studies have identified a strong correlation between these variables, there is as yet scant evidence to support policy interventions that target land use as a means of influencing travel. To the contrary, some of the more recent research has cast skepticism on the proposition that the relationship is causative, recognizing the possibility that households endogenously self-select themselves into communities that support their preferences for particular transportation modes. Focusing on individual automobile travel, the present study seeks to contribute to this line of inquiry by estimating econometric models on a panel of travel-diary data collected in Germany between 1996 and 2003. Specifically, we employ the two-part model (2PM)—a procedure involving probit and OLS estimators—to assess the determinants of the discrete decision to use the car and the continuous decision of distance traveled. Beyond modeling variables that capture the urban form features that are commonly suggested to influence mobility behavior, including mixed use and public transit, this study employs instrumental variables to control for potential endogeneity emerging from the simultaneity of residential and mode choices. Unlike much of the work to date, our results suggest that urban form has a causative impact on car use, a finding that is robust to alternative econometric specifications.

带大U肋的轻型组合桥面板基本力学性能

为综合解决正交异性钢桥面板疲劳开裂和铺装层易损的难题,提出了由正交异性钢桥面板与薄层超高韧性混凝土STC组合而成的轻型组合桥面板结构。由于STC层显著提高了桥面板的刚度,因此可对结构进行优化。在带U肋轻型组合桥面板的基础上,提出了带大U肋的轻型组合桥面板方案。将此方案拟应用于某大桥,与原结构相比,用钢量基本不变,而面板-U肋-隔板三者间焊缝总长度减少36%,不仅降低了施工难度,也减少了焊接缺陷,进一步解决了钢桥面板疲劳开裂的问题。采用4种不同的结构体系,建立了钢箱梁节段有限元模型,基于热点应力法,对体系的6个典型疲劳细节进行疲劳验算。结果表明：在大U肋轻型组合桥面板中,6个疲劳细节的应力水平与传统U肋轻型组合桥面板接近,降幅效果基本一致;同时,通过计算说明了大U肋轻型组合桥面板具有良好的横向受力性能,其栓钉也具有足够的抗疲劳性能。为探究此轻型组合桥面板STC层的纵向弯拉性能,开展了负弯矩条带足尺试验,确定大U肋轻型组合桥面板的STC顶层名义开裂应力为24.1 MPa,远超STC层计算最大拉应力10.92 MPa。以上分析初步表明：带大U肋的轻型组合桥面板有较好的疲劳和静力性能。     

某新能源汽车复合材料电池包轻量化设计

电池包是电动汽车的动力源,其中下箱体及模组安装板是电池包的主要承载部件,采用碳纤维复合材料代替原不锈钢材料对下箱体及模组安装板进行轻量化设计。上箱体兼顾到制造成本问题,使用原不锈钢材料。结果表明,采用碳纤维复合材料的电池包在满足力学性能的同时,相比于原不锈钢材料,电池包重量指标得到了较大的改善。