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EFFECT OF DAMAGED ANCHORAGE ON ULTIMATE BEHAVIOR OF STEEL BRIDGE PIERS UNDER BI-DIRECTIONAL CYCLIC LOADS

机译：损伤锚固对双向循环负荷下钢桥墩极限行为的影响

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Yoshinori MIZUNO; Yoshiaki GOTO;
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年度 2013
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1. Repair by Heating/Pressing of a Locally Buckled Steel Bridge Pier and Its Behavior under Cyclic Loads [J] . HIROHATA Mikihito, MORIMOTO Takuya, KIM You-Chul Transactions of JWRI . 2010,第1期

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2. Behavior of Partially Concrete-filled Steel Bridge Piers Under Cyclic and Dynamic Loading [J] . T. Usami, H. B. Ge, K. Saizuka Journal of Constructional Steel Research . 1997,第2a3期

机译：循环和动态荷载作用下部分钢管混凝土桥墩的行为
3. Behavior of partially concrete-filled steel tube bridge piers under bi-directional seismic excitations [J] . Huihui Yuan, Ji Dang, Tetsuhiko Aoki Journal of Constructional Steel Research . 2014,第feba期

机译：双向地震激励下部分钢管混凝土桥墩的行为
4. Ultimate State of Thin-walled Stiffened Square Steel Bridge Piers Subjected to Bi-directional Horizontal Seismic Forces and Bi-directional Seismic Moments [C] . Yoshiaki Goto, Takemasa Ebisawa Pacific structural steel conference . 2010

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5. Stability and ductility evaluation of thin-walled circular steel bridge piers under cyclic loading. [D] . Dorose, Basha Galmessa. 2015

机译：循环荷载下薄壁圆形钢桥墩的稳定性和延性评估。
6. Improvement of Cyclic Void Growth Model for Ultra-Low Cycle Fatigue Prediction of Steel Bridge Piers [O] . Shuailing Li, Xu Xie, Yanhua Liao 2019

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7. EFFECT OF PIER BASE RESTRAINT ON ULTIMATE SEISMIC BEHAVIOR OF SINGLE-POST TYPE STEEL BRIDGE PIERS [O] . Yoshiaki Goto, Satoshi Miyashita 1998

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8. Cyclic Behavior of Bridge Pier Walls for Retrofit [R] . Haroun, M. A., Pardoen, G. C., Shepherd, R., 1993

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EFFECT OF DAMAGED ANCHORAGE ON ULTIMATE BEHAVIOR OF STEEL BRIDGE PIERS UNDER BI-DIRECTIONAL CYCLIC LOADS

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