| 地震动空间效应对大跨度桥梁非线性地震响应的影响 |
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| 引用本文： | 黄信,黄兆纬,胡雪瀛,蔡浩良,齐麟,刘涛,王传奇.地震动空间效应对大跨度桥梁非线性地震响应的影响[J].震灾防御技术,2012,7(4):384-391. |
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| 作者姓名： | 黄信 黄兆纬 胡雪瀛 蔡浩良 齐麟 刘涛 王传奇 |
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| 作者单位： | 1. 天津市建筑设计院,天津,300074
2. 孟菲斯大学,美国田纳西38152 |
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| 摘 要： | 由于大跨度桥梁的桥墩间距离较大,其地震响应分析应考虑地震动输入的空间效应。本文建立了多点激励下大跨度桥梁地震响应分析方法,采用损伤塑性本构模型模拟混凝土材料特性,考虑地震动空间效应对大跨度连续刚构桥进行非线性地震响应分析,从而分析地震动空间效应对大跨度桥梁地震响应的影响。研究表明:考虑行波激励或多点激励时桥梁地震响应较一致激励而言有所差异,考虑地震动空间效应时可能会夸大或减小桥梁结构的动力响应;多点激励时桥梁地震响应会随视波速的改变而变化。由此得出结论,对于大跨度桥梁地震响应分析应合理的考虑地震动空间效应。
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| 关 键 词： | 大跨度桥梁 地震作用 地震动空间效应 损伤塑性模型 |
| 收稿时间： | 7/2/2012 12:00:00 AM |
Spatial Effect of Ground Motion on Nonlinear Seismic Response of Long Span Bridges |
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| Huang Xin,Huang Zhaowei,Hu Xueying,Cai Haoliang,Qi Lin,Liu Tao and Wang Chuanqi.Spatial Effect of Ground Motion on Nonlinear Seismic Response of Long Span Bridges[J].Technology for Earthquake Disaster Prevention,2012,7(4):384-391. |
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| Authors: | Huang Xin Huang Zhaowei Hu Xueying Cai Haoliang Qi Lin Liu Tao and Wang Chuanqi |
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| Institution: | 1) Tianjin Architecture Design Institute, Tianjin 300074, China;;1) Tianjin Architecture Design Institute, Tianjin 300074, China;;1) Tianjin Architecture Design Institute, Tianjin 300074, China;;1) Tianjin Architecture Design Institute, Tianjin 300074, China;;1) Tianjin Architecture Design Institute, Tianjin 300074, China;;1) Tianjin Architecture Design Institute, Tianjin 300074, China;;2) University of Memphis, Tennessee 38152, USA |
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| Abstract: | Because of long distance between of bridge piers, the ground motion spatial effect of long span bridges should be considered in seismic response analysis. In this paper, we established a long span bridges seismic analysis method, which can consider ground motion spatial effect. In order to analyze ground motion spatial effect influence on seismic response of long span bridges, seismic responses of long span continuous rigid-frame bridge are analyzed, and concrete material is simulated by using plastic constitutive damage model. The results indicate that bridge seismic responses will have difference under traveling waves excitation or multi-support excitation relative to uniform excitation, and bridge seismic responses may be increased or decreased when ground motion spatial effect is considered. Bridge seismic responses will changed with different apparent wave velocity. In conclusion, we believe that the ground motion spatial effect should be considered at certain degree in seismic response analysis of long span bridges. |
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| Keywords: | Long span bridges Earthquake action Ground motion spatial effect Damage-plastic model |
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