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Optimum Spacing of High Strength Bolts for Connecting Additional Flange Plates to Original Longitudinal Stiffeners for Seismic Retrofitting of Existing Steel Bridge Piers

机译：用于连接附加法兰板与原始纵向加强筋的高强度螺栓的最佳间距，用于现有钢桥墩的抗震加固

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作者
Kitada Toshiyuki; Matsumura Masahide; Kagayama Taiichi;
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年度 1999
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原文格式 PDF
正文语种 eng
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1. LATERALLY RESTRAINED STEEL PLATE WITH STIFFENERS FOR SEISMIC RETROFITTING OF CONCRETE COUPLING BEAMS [J] . Cheng B., Su R. K. L., Shi C., Advanced Steel Construction: An International Journal . 2016,第2期

机译：带加劲肋的侧向约束钢板，用于混凝土耦合梁的地震加固
2. Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh- performance concrete jackets [J] . Engineering Structures . 2020,第Mara1期

机译：超高性能混凝土护套改造低抗弯强度矩形桥墩的试验研究和地震易损性评估
3. Seismic Evaluation of Repaired and Retrofitted Circular Bridge Piers of Low-Strength Concrete [J] . Qaiser-Uz-Zaman Khan, M. Fiaz Tahir, Afaq Ahmad, Arabian Journal for Science and Engineering . 2015,第11期

机译：低强度混凝土圆形桥墩维修改造的抗震评估
4. Retrofitting Effect of Longitudinal Stiffeners on the Steel Pipe-section Bridge Piers [C] . Shengbin Gao, Yuedong Wang The First Anniversary of Wenchuan Earthquake（纪念汶川地震一周年国际学术会议） . 2009

机译：纵向加劲肋对钢管截面桥墩的改造效果
5. Strengthening existing steel bridge girders by the use of post-installed shear connectors. [D] . Kwon, Gun Up. 2008

机译：通过使用后安装的剪切连接器来加强现有的钢桥梁。
6. Seismic isolation retrofitting solution for an existing steel cable-stayed bridge [O] . Ahad Javanmardi, Zainah Ibrahim, Khaled Ghaedi, -1

机译：既有钢斜拉桥的隔震改造方案
7. A Seismic Retrofitting Method and Trial Design for Stiffened Plates in Existing Steel Bridge Piers [O] . Kitada Toshiyuki, Nakai Hiroshi, Kagayama Taiichi, 1998

机译：既有钢桥墩加筋板抗震加固方法及试验设计

Optimum Spacing of High Strength Bolts for Connecting Additional Flange Plates to Original Longitudinal Stiffeners for Seismic Retrofitting of Existing Steel Bridge Piers

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