Corrigendum to 'Fatigue assessment of highway steel bridges in presence of seismic loading'  @@[Eng Struct 33 (2011) 202-209]

A. Pipinato; C. Pellegrino; C. Modena

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Corrigendum to 'Fatigue assessment of highway steel bridges in presence of seismic loading' @@[Eng Struct 33 (2011) 202-209]

机译：“在地震荷载作用下高速公路钢桥的疲劳评估” @@ [Eng Struct 33（2011）202-209]的勘误

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The authors regret that in "Section 2.3. Reliability method" of the above paper, formula number (21) was reported incorrectly. The correct formula appears below:

机译：作者遗憾的是，在上述论文的“ 2.3。可靠性方法”中，错误地报告了公式编号（21）。正确的公式如下所示：

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来源
《Engineering Structures》 |2011年第5期|p.1858|共1页
作者
A. Pipinato; C. Pellegrino; C. Modena;
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作者单位

Department of Structural and Transportation Engineering, University ofPadova, Italy;

Department of Structural and Transportation Engineering, University ofPadova, Italy;

Department of Structural and Transportation Engineering, University ofPadova, Italy;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
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1. Fatigue assessment of highway steel bridges in presence of seismic loading [J] . A. Pipinato, C. Pellegrino, C. Modena Engineering Structures . 2011,第1期

机译：地震荷载作用下公路钢桥疲劳评估
2. Discussion on "Composite (steel-concrete) highway bridge fatigue assessment" by F.N. Leitao, J.G.S. da Silva, P.C.G. da S. Vellasco, SAL de Andrade, and L.R.O. de Lima [J Constr Steel Res 2011; 67(1): 14-24] [J] . Guo-Tao Yang, Qing-Tian Su Journal of Constructional Steel Research . 2011,第9期

机译：F.N.的“综合（钢-混凝土）公路桥梁疲劳评估”讨论雷涛，J.G.S.达·席尔瓦（P.C.G.） da S. Vellasco，SAL de Andrade和L.R.O. de Lima [J Constr Steel Res 2011; 67（1）：14-24]
3. Erratum to: Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones (Bull Earthquake Eng, 10.1007/s10518-012-9381-8) [J] . Alam M.S., Bhuiyan M.A.R., Billah A.H.M.M. Bulletin of earthquake engineering . 2012,第6期

机译：勘误至：在中到强地震危险区中由不同层压橡胶支座隔离的SMA-bars约束多跨连续公路桥梁的地震易损性评估（牛市地震，10.1007 / s10518-012-9381-8）
4. Correlation between fatigue effects and seismic actions in highway steel bridges [C] . Alessio Pipinato, Carlo Pellegrino, Claudio Modena International Conference on Structural Dynamics . 2011

机译：公路钢桥疲劳效应与地震动作的相关性
5. Effects of extreme gravity and seismic loads on short to medium span slab-on-girder steel highway bridges [D] . Dicleli, Murat. 1993

机译：极限重力和地震载荷对中短跨板梁式钢公路桥梁的影响
6. Seismic collapse assessment of bridge piers constructed with steel fibers reinforced concrete [O] . Yutao Pang, Lingxu Li -1

机译：钢纤维混凝土建造桥墩的地震倒塌评估
7. Influence of ratio of heavy-vehicles between lanes on live load modification factor for fatigue design of steel highway bridges [O] . 酒井康成, 中村聖三, 高橋和雄, 2005

机译：作者：郝建军，王建华，铁道标准设计RaILWaY
8. DESIGN PROPERTIES OF HIGH-STRENGTH STEELS IN THE: PRESENCE OF STRESS CONCENTRATIONS Part II. Axial-Load Fatigue Properties of High-Strength Steels [R] . B. B. MUVDI, G. SACHS, E. P. KLIER 1956

机译：高强度钢的设计性能：应力集中的存在第二部分。高强度钢的轴向载荷疲劳性能

Corrigendum to 'Fatigue assessment of highway steel bridges in presence of seismic loading' @@[Eng Struct 33 (2011) 202-209]

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