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在“Elsevier电子期刊”中，命中：269条，耗时：小于0.01 秒

在所有数据库中总计命中：5,715条

1.Seismic collapse assessment of non-seismically designed circular RC bridge piers retrofitted with FRP composites

作者：Anant Parghi ; ^{anantparghi@alumni.ubc.ca} ; M. Shahria Alam

关键词：Fiber reinforced polymer ; Bridge piers ; Fragility curve ; Confinement ratio ; Nonlinear analyses ; Collapse assessment

刊名：Composite Structures

出版年：2017

2.Seismic behavior of coupled column bridge RC piers: Experimental campaign

作者：A. Monteiro ; ^{a.bessa@fe.up.pt} ; A. Arê ; de ^{aarede@fe.up.pt} ; N. Vila Pouca ^{nelsonvp@fe.up.pt}

关键词：Experimental campaign ; Non-linear cyclic behavior ; RC bridge piers ; Coupling beams ; Shear ductility

刊名：Engineering Structures

出版年：2017

3.Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars

作者：Changsu Shim^a ; ^{csshim@cau.ac.kr} ; Sangyong Lee^b ; ^{lsy12344@cau.ac.kr} ; Seongjun Park^b ; ^{sakano@nate.com} ; Chandara Koem^b ; ^{koemchandara@cau.ac.kr}

关键词：Cyclic test ; Post-tensioned precast bridge pier ; Seismic performance ; Ductility ; Energy absorption capacity

刊名：Engineering Structures

出版年：2017

4.Soil-structure interaction effects in single bridge piers founded on inclined pile groups

作者：Sandro Carbonari^a ; ; Michele Morici^a ; Francesca Dezi^b ; Fabrizio Gara^a ; Graziano Leoni^c

关键词：Bridge piers ; Foundation filtering effect ; Foundation rocking ; Inclined piles ; Soil-structure interaction

刊名：Soil Dynamics and Earthquake Engineering

出版年：2017

5.Seismic failure mode of coastal bridge piers considering the effects of corrosion-induced damage

作者：Wei Yuan ; Anxin Guo ; ^{guoanxin@hit.edu.cn} ; Hui Li

关键词：Coastal bridge pier ; Marine environment ; Corrosion ; Seismic failure mode ; Hysteretic response ; Equivalent plastic hinge length

刊名：Soil Dynamics and Earthquake Engineering

出版年：2017

6.Axial Compression Behaviour of Long Concrete Filled Double Skinned Steel Tubular Columns

作者：Sulthana U. M. ; Jayachandran S. A. ; ^{aruls@iitm.ac.in}

关键词：Ac ; area of in-filled concrete ; As ; area of steel tube ; Asi ; Aso ; area of inner and outer steel tubes respectively ; D ; diameter of CFST specimen ; Dh ; diameter of hollow core ; Di ; Do ; diameter of inner and outer steel tubes respectively ; Ec ; modulus of elasticity of concrete ; Es ; modulus of elasticity of steel ; Esi ; Eso ; modulus of elasticity of inner and outer steel tubes respectively ; EIeff ; effective flexural rigidity ; fyi ; fyo ; yield strength of inner and outer steel tubes respectively ; fck ; 2

刊名：Structures

出版年：2017

7.New Stary Most (Old Bridge) Across Danube River in Bratislava

作者：Petr Novotný ; ; ^{p.novotny@shp.eu" class="auth_mail" title="E-mail the corresponding author} ; Pavlí ; na Juchelková ; Pavel Svoboda ; Jiří ; Strá ; ský

关键词：Old bridge ; steel truss ; Danube ; trams ; piers ; superstructure ; launching ; floating support

刊名：Procedia Engineering

出版年：2016

8.Three-dimensional finite element modelling of rocking bridge piers under cyclic loading and exploration of options for increased energy dissipation

作者：Emma J. Leitner^a ; ^{emma.leitner@research.uwa.edu.au" class="auth_mail" title="E-mail the corresponding author} ; Hong Hao^b ; ^{hong.hao@curtin.edu.au" class="auth_mail" title="E-mail the corresponding author}

关键词：Rocking ; Bridge piers ; Cyclic loading ; Finite element ; Post-tensioning ; FRP ; Energy dissipation ; SMA

刊名：Engineering Structures

出版年：2016

9.Influence of RC jacketing on the seismic vulnerability of RC bridges

作者：Bertha Alejandra Olmos Navarrete^a ; ^{bolmos@umich.mx" class="auth_mail" title="E-mail the corresponding author} ; José ; Manuel Jara Guerrero^a ; ^{jmjara@umich.mx" class="auth_mail" title="E-mail the corresponding author} ; Marí ; a de la Consolació ; n Trinidad Juana Gó ; mez Soberó ; n^b ; ^{cgomez@correo.azc.uam.mx" class="auth_mail" title="E-mail the corresponding author} ; Manuel Jara Dí ; az^a ; ^{mjara@umich.mx" class="auth_mail" title="E-mail the corresponding author}

关键词：RC jacketing ; RC piers ; Bridges ; Rehabilitation ; Retrofit system ; Piers&rsquo ; vulnerability

刊名：Engineering Structures

出版年：2016

10.Kinematic Response of Bridge Piers

作者：Roberto Cairo ; ^{rcairo@unical.it" class="auth_mail" title="E-mail the corresponding author} ; Giovanni Dente ; Stefano Dodaro

关键词：kinematic interaction ; bridges ; seismic waves ; inertial interaction

刊名：Procedia Engineering

出版年：2016

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