Engineering structures
Die Inhaltsverzeichnisse werden automatisch erzeugt und basieren auf den im Index des TIB-Portals verfügbaren Einzelnachweisen der enthaltenen Beiträge. Die Anzeige der Inhaltsverzeichnisse kann daher unvollständig oder lückenhaft sein.
Inhaltsverzeichnis
- 1403
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Determination of accidental forklift truck impact forces on drive-in steel rack structuresGilbert, Benoit P. / Rasmussen, Kim J.R. et al. | 2010
- 1410
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Impact tests and parametric impact studies on drive-in steel storage racksGilbert, Benoit P. / Rasmussen, Kim J.R. et al. | 2011
- 1423
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Numerical modeling of ductile crack extension in high pressure pipelines with longitudinal flawsRuggieri, Claudio / Dotta, Fernando et al. | 2011
- 1439
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A stakeholder probability-based optimization approach for cost-effective bridge management under financial constraintsOrcesi, André D. / Frangopol, Dan M. et al. | 2010
- 1450
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The effect of the infill in arched structures: Analytical and numerical modellingGago, António Sousa / Alfaiate, Jorge / Lamas, António et al. | 2010
- 1459
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Dynamic reduction-based structural damage detection of transmission towers: Practical issues and experimental verificationLam, Heung-Fai / Yin, Tao et al. | 2011
- 1479
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Nonlinear finite element analysis of CFT-to-bracing connections subjected to axial compressive forcesHu, Hsuan-Teh / Chen, Chun-Wei / Huang, Mei-Yun et al. | 2011
- 1491
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Fatigue behavior of damaged steel beams repaired with CFRP stripsKim, Yail J. / Harries, Kent A. et al. | 2011
- 1503
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Dynamic analysis methodology for progressive failure of truss structures considering inelastic postbuckling cyclic member behaviorMalla, Ramesh B. / Agarwal, Puneet / Ahmad, Rais et al. | 2011
- 1514
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Assessment of RC columns subjected to horizontal and vertical ground motions recorded during the 2009 L’Aquila (Italy) earthquakeDi Sarno, L. / Elnashai, A.S. / Manfredi, G. et al. | 2011
- 1536
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Modeling of cable-moored floating breakwaters connected with hingesDiamantoulaki, Ioanna / Angelides, Demos C. et al. | 2011
- 1553
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Seismic FRP retrofit of circular single-column bents using a ductility wrap envelope to alter failure modesAttard, T.L. / Abela, C.M. / Dhiradhamvit, K. et al. | 2011
- 1565
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A new simplified procedure to estimate loads on slabs and shoring during the construction of multistorey buildingsCalderón, Pedro A. / Alvarado, Yezid A. / Adam, Jose M. et al. | 2011
- 1576
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Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columnsPortolés, J.M. / Romero, M.L. / Filippou, F.C. et al. | 2011
- 1594
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Behaviour of a masonry arch bridge repaired using fibre-reinforced polymer compositesTao, Y. / Stratford, T.J. / Chen, J.F. et al. | 2011
- 1607
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Dynamic response analysis of an offshore platform due to seismic motionsPark, Min-su / Koo, Weoncheol / Kawano, Kenji et al. | 2011
- 1617
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Sequentially linear modelling of local snap-back in extremely brittle structuresInvernizzi, S. / Trovato, D. / Hendriks, M.A.N. et al. | 2011
- 1626
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Seismic rehabilitation of historical masonry buildingsBranco, Miguel / Guerreiro, Luís Manuel et al. | 2011
- 1635
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The influence of travelling fires on a concrete frameLaw, Angus / Stern-Gottfried, Jamie / Gillie, Martin et al. | 2011
- 1643
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The influence of profiled sheeting thickness and shear connector’s position on strength and ductility of headed shear connectorQureshi, Jawed / Lam, Dennis / Ye, Jianqiao et al. | 2011
- 1657
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Probabilistic dynamic behavior of a long-span bridge under extreme eventsWu, J. / Chen, S.R. et al. | 2011
- 1666
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Investigation of FRP strengthened circular columns under biaxial bendingZaki, Manal K. et al. | 2011
- 1680
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Shear capacity of ferrocement plates in flexureIbrahim, Hassan M.H. et al. | 2011
- 1687
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Experimental evaluation of the tension stiffening behavior of HSC thick panelsDawood, N. / Marzouk, H. et al. | 2011
- 1698
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Numerical procedure for the analysis of damaged polyester ropesBeltrán, Juan Felipe / Williamson, Eric B. et al. | 2011
- 1710
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Blind bolted moment connection to unfilled hollow section columns using extended T-stub with back face supportLee, J. / Goldsworthy, H.M. / Gad, E.F. et al. | 2011
- 1723
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Model for post-yield tension stiffening and rebar rupture in concrete membersLee, Seong-Cheol / Cho, Jae-Yeol / Vecchio, Frank J. et al. | 2011
- 1734
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Out-of-plane behaviour of confined masonry wallsVarela-Rivera, J.L. / Navarrete-Macias, D. / Fernandez-Baqueiro, L.E. et al. | 2011
- 1742
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Prediction of punching shear strength of two-way slabsElshafey, Ahmed A. / Rizk, Emad / Marzouk, H. et al. | 2011
- 1754
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Influence of fibers on flexural behavior and ductility of concrete beams reinforced with GFRP rebarsIssa, Mohamed S. / Metwally, Ibrahim M. / Elzeiny, Sherif M. et al. | 2011
- 1764
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A novel approach to evaluate the equivalent dynamic stiffness of guy clusters in telecommunication masts under ground excitationGhafari Oskoei, S. Ali / McClure, Ghyslaine et al. | 2011
- 1773
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Comparison of dynamic properties of spliced and monolithic prestressed concrete box railway girdersChung, Wonseok / Kim, Seong-Min et al. | 2011
- 1781
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Time-dependent in-plane behaviour and buckling of concrete-filled steel tubular archesBradford, Mark Andrew / Pi, Yong-Lin / Qu, Weilian et al. | 2011
- 1796
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Efficient modeling of imperfections for buckling analysis of composite cylindrical shellsBroggi, M. / Schuëller, G.I. et al. | 2011
- 1807
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The effect of actuator dynamics on active structural control of offshore wind turbinesStewart, Gordon M. / Lackner, Matthew A. et al. | 2011
- 1817
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Accurate modeling of joint effects in lattice transmission towersJiang, W.Q. / Wang, Z.Q. / McClure, G. et al. | 2011
- 1828
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Nonlinear 3D numerical computations for the square membrane versus experimental dataWang, S. / Liu, G.R. / Zhang, Z.Q. et al. | 2011
- 1838
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Structural adequacy assessment of a disused flat bottom rail wagon as road bridge deckDhanasekar, Manicka / Bayissa, Wirtu L. et al. | 2011
- 1850
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Geometric properties for the design of unusual member cross-sections in bendingSadowski, A.J. et al. | 2011
- 1855
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Discussion of “Updating the reliability of a concrete bridge structure based on condition assessment with uncertainties” by S.S. Law and J. Li [Eng Struct 32 (2010) 286–296]He, X.H. et al. | 2011
- 1857
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A response to the discussion of “Updating the reliability of a concrete bridge structure based on condition assessment with uncertainties”Law, S.S. / Li, J. et al. | 2011
- 1858
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Corrigendum to “Fatigue assessment of highway steel bridges in presence of seismic loading” [Eng Struct 33 (2011) 202–209]Pipinato, A. / Pellegrino, C. / Modena, C. et al. | 2011
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Calendar| 2011
- IFC
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Editorial Board| 2011