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Experimental and numerical investigations on cyclic behaviors of precast segmental bridge piers with the hybrid of high-strength bars and unbonded prestressing tendons
Advances in Structural Engineering ( IF 2.6 ) Pub Date : 2020-09-21 , DOI: 10.1177/1369433220956814 Teng Tong 1 , Siqi Yuan 1 , Weiding Zhuo 1 , Zhao Liu 1
Advances in Structural Engineering ( IF 2.6 ) Pub Date : 2020-09-21 , DOI: 10.1177/1369433220956814 Teng Tong 1 , Siqi Yuan 1 , Weiding Zhuo 1 , Zhao Liu 1
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Precast segmental piers are gaining increasing attentions in low-medium seismic-risked regions. In this paper, cyclic behaviors of two precast segment piers reinforced with the hybrid of high-stren...
中文翻译：
高强度钢筋和无粘结预应力筋混合预制节段桥墩循环行为的试验和数值研究
预制节段桥墩在中低地震风险地区越来越受到关注。在本文中，高强度混合加固的两个预制管片桥墩的循环行为...
更新日期：2020-09-21
中文翻译：
高强度钢筋和无粘结预应力筋混合预制节段桥墩循环行为的试验和数值研究
预制节段桥墩在中低地震风险地区越来越受到关注。在本文中，高强度混合加固的两个预制管片桥墩的循环行为...
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