双向近场地震作用下HDR隔震梁桥地震响应研究     

李琛  徐文平  孟宪锋  赵国辉  李宇 《震灾防御技术》2020,15(1):67-76

以HDR隔震梁桥多自由度（MDOF）模型和等效双线性单自由度（SDOF）模型为研究对象，以典型近场地震动作为输入，研究HDR支座双向耦合效应对HDR隔震梁桥地震响应的影响。研究结果表明:不考虑双向耦合效应的HDR支座滞回曲线呈典型双线性；考虑双向耦合效应的HDR支座滞回曲线面积小于不考虑双向耦合效应的HDR支座滞回曲线面积。不考虑双向耦合效应的顺桥向HDR支座位移峰值d_b大于考虑双向耦合效应时，但横桥向的结果相反。近场地震作用下，对梁桥进行HDR支座隔震设计时，忽略双向耦合效应计算得到的墩底剪力峰值和弯矩峰值均偏于保守。可忽略HDR支座双向耦合效应对HDR隔震梁桥近场地震能量的影响。  相似文献   

Effect of near-fault earthquake on bridges: lessons learned from Chi-Chi earthquake   总被引：4，自引：1，他引：3  

Chin-Hsiung?LohEmail author  Wen-I?Liao  Juin-Fu?Chai 《地震工程与工程振动(英文版)》2002,1(1):86-93

The objective of this paper is to describe the lessons learned and actions that have been taken related to the seismic design of bridge structures after the Chi-Chi, Taiwan earthquake. Much variable near-fault ground motion data was collected from the rupture of Chelungpu fault during the Chi-Chi earthquake, allowing the seismic response of bridge structures subjected to these near-fault ground motions to be carefully examined. To study the near-fault ground motion effect on bridge seismic design codes, a two-level seismic design of bridge structures was developed and implemented. This design code reflects the near-fault factors in the seismic design forces. Finally, a risk assessment methodology, based on bridge vulnerability, is also developed to assist in decisions for reducing seismic risk due to failure of bridges. Director of Center for Research on Earthquake Engineering. Supported by: the Science Council, Chinese Taipei, under grant no. SC 90-2211-E-002-028.  相似文献   

Modelling considerations in probabilistic performance‐based seismic evaluation: case study of the I‐880 viaduct     

Sashi K. Kunnath  Leah Larson  Eduardo Miranda 《地震工程与结构动力学》2006,35(1):57-75

Limitations associated with deterministic methods to quantify demands and develop rational acceptance criteria have led to the emergence of probabilistic procedures in performance‐based seismic engineering. The Pacific Earthquake Engineering Research performance‐based methodology is one such approach. In this paper, the impact of certain modelling decisions made at different stages of the evaluation process on the performance assessment of a typical multi‐bent viaduct is examined. Modelling, in the context of this paper, covers hazard modelling, structural modelling and loss modelling. The specific application considered in this study is a section of an existing viaduct in California: the I‐880 interstate highway. Several simulation models of the viaduct are developed, a series of nonlinear time‐history analyses are carried out to predict demands, measures of damage are evaluated and the probability of closure of the viaduct is estimated using the specified hazard for the site. It is concluded that the methodology offers several advantages over existing deterministic performance‐based procedures. Results of the investigation indicate that the assessment methodology is particularly sensitive to the reliability of decisions made by bridge inspectors following a seismic event, and to the dispersion in the demand estimation, which in turn is influenced by several factors including soil–structure interaction effects and ground motion scaling procedures. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

多波束在海底复杂地形条件下大比例尺测量方法探讨     

马文亮  卢秋芽 《上海国土资源》2006,22(1):19-22,28

文章主要对使用大比例尺进行海底地形测量方法进行了简要的描述,测量过程中的方法技术、数据处理方法、测量效果说明多波束在复杂地形条件下可以取得良好的效果。  相似文献   

特大型桥梁施工GPS高程控制网技术研究   总被引：2，自引：0，他引：2  

吴迪军  黄全义  张建军  李书银  熊小莉 《测绘信息与工程》2006,31(5):18-19

探索了采用GPS技术建立桥梁施工高程控制网的难点及关键问题,分析了GPS跨河高程传递测量方法的技术要点,结合工程实例得出了一些结论和建议。  相似文献   

基于改进遗传算法的公路桥梁损伤程度标定的两阶段法     

薛祥  霍达  滕海文 《世界地震工程》2006,22(3):60-65

提出了基于改进遗传算法的公路桥梁损伤程度标定的两阶段法。第一阶段:应用静应变残差进行损伤定位;第二阶段:基于已经识别出的损伤位置,利用改进的遗传算法进行损伤程度的标定。两阶段方法有效地克服了同时进行常规的损伤位置识别和损伤程度的标定的收敛速度慢、存储空间大及可能误标定等问题。某三跨连续桥梁应用分析发现,在已知很少实测数据的情况下,对损伤程度的识别取得较理想的效果,证实了基于改进遗传算法的两阶段法用于损伤程度的识别具有更高的效率,更好的灵敏度、稳定性和可靠性。  相似文献   

工作状态下梁及桥梁模态与损伤识别的新方法     

李大军  霍达 《世界地震工程》2006,22(3):66-69

工作状态下桥梁结构的模态参数识别是桥梁损伤识别的重要环节,考虑桥梁检测的实用性,桥梁检测一般应建立在环境激励的基础上,已有的环境激励下模态参数识别的方法对模态频率的识别的精度较高,而对位移模态的识别则误差较大。提出了一种利用移动质量块在不同位置时对桥梁的模态频率进行多次测量,用各次测得的频率值确定位移模态的新方法,使得位移模态识别的精度接近频率识别的精度,建立了该方法的初步模型,推导了频率与位移模态关系的理论公式,并通过数值模拟对该方法的有效性进行了说明。  相似文献   

中(下)承式拱桥吊杆静张力分析方法的改进   总被引：3，自引：0，他引：3  

杜思义  殷学纲  陈淮 《世界地震工程》2006,22(4):99-103

在中(下)承式拱桥的有限元模型中,引入了由于施工中吊杆长度调整而产生的几何刚度矩阵,用一阶矩阵摄动理论,导出了相应的吊杆系静张力分析的相关公式。对一实际中承式拱桥的数值计算分析表明,使用本方法可有效地提高中(下)承式拱桥的吊杆静张力分析的准确性。  相似文献   

采用掏土纠偏及袖阀管加固技术整治铁路桥涵不均匀沉降     

蒋丹阳 《探矿工程》2007,34(11):15-17,19

某钢筋混凝土箱形铁路桥发生不均匀沉降,经方案优化对比,采用了沉井射水掏土纠偏和塑料袖阀管注浆加固进行综合治理。介绍了其施工工艺和治理效果。  相似文献   

复杂地层暗挖隧道穿越人行天桥施工技术          下载免费PDF全文

胡方田 《探矿工程》2007,34(7):52-54

以正在建设中的北京地铁十号线双井一劲松区间工程暗挖隧道为例，叙述了浅埋隧道穿越人行天桥的施工技术，并通过监控量测对该技术进行了检验。  相似文献