不同墩高下连续刚构桥抗震性能分析

以某大跨连续高墩刚构桥为依托,采用Midas/civil软件建立仿真模型,通过时程分析方法研究双肢薄壁墩参数在地震响应下对高墩连续刚构桥抗震性能的影响.以桥墩高度为主要参数,以模型阵型频率、桥墩墩顶、墩底位移及内力变化三个方面对其抗震性能进行评价.研究结果表明,随着其中一个桥墩高度的增加,桥梁频率不断减小,矮墩墩底及矮...     

Developing a method for assessing environmental sustainability based on the Google Earth Engine platform

Environmental sustainability is the foundation and of great significance for the sustainable development of urban agglomerations. Taking the Beijing-Tianjin-Hebei urban agglomeration as an example, we developed a method to effectively assess long-term regional environmental sustainability based on the Google Earth Engine (GEE) platform. We used the GEE to obtain 5206 Landsat remote sensing images in the region from 1983 to 2016 and developed the comprehensive environmental index (CEI) to assess regional environmental sustainability based on the theme-oriented framework proposed by the United Nations Commission on Sustainable Development. We found that the environmental sustainability of the urban agglomeration showed a trend of first rising, then falling, and then rising again in the past 30 years. The average CEI increased from 0.621 to 0.631 from 1985 to 1990, dropped to the lowest value of 0.618 in 2000, and then rose to the highest value of 0.672 in 2015. In particular, the extent of areas in which environmental sustainability improved (56% of the region) was greater than the extent of areas in which environmental deterioration occurred. The environmental sustainability of Hengshui, Xingtai, and Cangzhou in the southeast of the region has been significantly improved. The method proposed in this study provides an automatic, rapid, and extensible way to assess regional environmental sustainability and provides a scientific reference for improving the sustainability of the regional environment.

     

基于差值迭代法的矮塔斜拉桥施工索力计算和影响因素研究

为计算某矮塔斜拉桥的合理施工索力和探究不同状态参数对索力的影响,借助Midas/Civil建立有限元模型,基于差值迭代法进行施工索力优化计算,并分析了主梁混凝土容重、混凝土弹性模量、预应力筋张拉应力对索力的影响程度。研究结果表明：该桥经过4次差值迭代可获得合理施工索力;成桥阶段的弯矩、位移和应力满足规范要求;在3个状态参数中,主梁混凝土容重对索力的影响敏感性最大。     

基于均匀试验的混凝土裂缝宽度影响因素分析

桥梁裂缝宽度的大小直接影响桥梁使用过程中的耐久性和安全性,裂缝宽度可以用配筋率、混凝土强度、理论厚度和环境湿度等因素来控制。为了研究以上4个因素对裂缝宽度的影响,以贵州某空心板桥为例,使用Midas/Civil进行建模分析,并用均匀试验设计法来确定各因素的影响程度。结果显示,配筋率以及环境湿度的影响较大,混凝土强度和理论厚度影响较小。所得结论为混凝土桥梁的设计研究提供了参考。     

钢结构人行天桥自振频率优化分析

为了提高人行天桥的整体安全性,该文在结构设计的理论基础上提出了一系列有效措施。以楚雄市某钢箱人行天桥为依托,采用结构优化的方式,利用有限元软件建立参数化模型,以梁高和二期荷载为变量,以基频和时程为目标函数,分别将钢箱梁梁高增加20 cm和30 cm,将原混凝土铺装更换为轻型材料聚氨酯塑胶,天桥的基频提高到原来的两倍多。结果表明:梁高和铺装对人行天桥抗震性能有着显著的影响,增加梁高,采用轻型铺装,能有效地优化人行天桥的自振频率,保证了结构安全,可为类似结构的安全运行提供有力参考。     

大跨度钢结构人行悬索桥受力性能对比分析

为了提高大跨度钢结构人行悬索桥的安全性能,以某实际工程为依托,采用有限元软件Midas/Civil建立整体空间模型,分析单缆体系和双缆体系在人群荷载和风荷载作用下的受力特点以及自振频率特性。结果表明:人群荷载作用下,双缆体系的底缆承担更多荷载,主梁挠度相比单缆体系减小约15%;风荷载作用下,两种结构体系主梁弯矩和挠度的变化趋势比较相似,双缆体系的弯矩和挠度均小于单缆体系;双缆体系的侧弯频率、竖弯频率、竖振频率以及侧振频率相比单缆体系均有所增加。双缆体系具有更优的力学性能,提高了工程安全性,并为类似工程的桥型选择提供有力参考。