Engineering Structures - février 2014

Publié:	février 2014

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Thrall, A. P. / Quaglia, C. P.	Accordion shelters: A historical review of origami-like deployable shelters developed by the US military	686-692
Zhen, Liang / Chen, Jin-Jian / Qiao, Pizhong / Wang, Jian-Hua	Analysis and remedial treatment of a steel pipe-jacking accident in complex underground environment	210-219
Lee, Kyoungsoo / Huque, Ziaul / Han, SangEul	Analysis of stabilizing process for stress-erection of Strarch frame	49-67
Maddah, N. / Nussbaumer, A.	Analytical approach for improving damage equivalence factors	838-847
Wang, Zuocai / Chen, Genda	Analytical mode decomposition with Hilbert transform for modal parameter identification of buildings under ambient vibration	173-184
Gião, Rita / Lúcio, Válter / Chastre, Carlos	Assessing the behaviour of RC beams subject to significant gravity loads under cyclic loads	512-521
Huang, Yuan / Yi, Weijian / Zhang, Rui / Xu, Ming	Behavior and design modification of RBS moment connections with composite beams	39-48
Liao, Fei-Yu / Han, Lin-Hai / Tao, Zhong	Behaviour of composite joints with concrete encased CFST columns under cyclic loading: Experiments	745-764
Trahair, N. S.	Bending and buckling of tapered steel beam structures	229-237
Biolzi, Luigi / Cattaneo, Sara / Mola, Franco	Bending-shear response of self-consolidating and high-performance reinforced concrete beams	399-410
Segura-Castillo, Luis / Josa, Alejandro / Aguado, Antonio	Bi-layer diaphragm walls: Parametric study of construction processes	608-618
Alonso-Martínez, Mar / del Coz Díaz, Juan José / Navarro-Manso, Antonio / Castro-Fresno, Daniel	Bridge–structure interaction analysis of a new bidirectional and continuous launching bridge mechanism	298-307
Bedon, Chiara / Amadio, Claudio	Buckling analysis of simply supported flat glass panels subjected to combined in-plane uniaxial compressive and edgewise shear loads	127-140
Keyvani, Leila / Sasani, Mehrdad / Mirzaei, Yaser	Compressive membrane action in progressive collapse resistance of RC flat plates	554-564
Beghini, Lauren L. / Beghini, Alessandro / Katz, Neil / Baker, William F. / Paulino, Glaucio H.	Connecting architecture and engineering through structural topology optimization	716-726
Wen, Wei-Ping / Zhai, Chang-Hai / Li, Shuang / Chang, Zhiwang / Xie, Li-Li	Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions	599-607
Bretas, Eduardo M. / Lemos, José V. / Lourenço, Paulo B.	A DEM based tool for the safety analysis of masonry gravity dams	248-260
Murren, Patrick / Khandelwal, Kapil	Design-driven harmony search (DDHS) in steel frame optimization	798-808
Antoniou, N. / Nikolaidis, Th. / Baniotopoulos, C. C.	Designing long-span steel girders by applying displacement control concepts	21-27
Wibowo, A. / Wilson, J. L. / Lam, N. T. K. / Gad, E. F.	Drift performance of lightly reinforced concrete columns	522-535
Ge, Hanbin / Kang, Lan	Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loading	809-820
Gameiro, F. / de Brito, J. / Correia da Silva, D.	Durability performance of structural concrete containing fine aggregates from waste generated by marble quarrying industry	654-662
Martins, Nuno / Caetano, Elsa / Diord, Sandro / Magalhães, Filipe / Cunha, Álvaro	Dynamic monitoring of a stadium suspension roof: Wind and temperature influence on modal parameters and structural response	80-94
Lavado, J. / Doménech, A. / Martínez-Rodrigo, M. D.	Dynamic performance of existing high-speed railway bridges under resonant conditions following a retrofit with fluid viscous dampers supported on clamped auxiliary beams	355-374
Moghim, Farid / Caracoglia, Luca	Effect of computer-generated turbulent wind field on trajectory of compact debris: A probabilistic analysis approach	195-209
Bilgin, Ömer / Mansour, Eman	Effect of reinforcement type on the design reinforcement length of mechanically stabilized earth walls	663-673
Fossetti, Marinella / Giacchino, Carmelo / Minafò, Giovanni	Effect of steel collars on the seismic behaviour of axially-cracked historical stone columns	344-354
Pan, Zuanfeng / Li, Bing / Lu, Zhitao	Effective shear stiffness of diagonally cracked reinforced concrete beams	95-103
Dou, Chao / Guo, Yan-Lin / Pi, Yong-Lin / Zhao, Si-Yuan / Bradford, Mark Andrew	Effects of shape functions on flexural–torsional buckling of fixed circular arches	238-247
Ozyurt, E. / Wang, Y. C. / Tan, K. H.	Elevated temperature resistance of welded tubular joints under axial load in the brace member	574-586
Noël, Martin / Soudki, Khaled	Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement	393-398
Liu, Tao / Zordan, Tobia / Briseghella, Bruno / Zhang, Qilin	Evaluation of equivalent linearization analysis methods for seismically isolated buildings characterized by SDOF systems	619-634
Sofias, C. E. / Kalfas, C. N. / Pachoumis, D. T.	Experimental and FEM analysis of reduced beam section moment endplate connections under cyclic loading	320-329
Durif, S. / Bouchaïr, A. / Vassart, O.	Experimental and numerical investigation on web-post specimen from cellular beams with sinusoidal openings	587-598
Prinz, Gary S. / Nussbaumer, Alain / Borges, Luis / Khadka, Shyam	Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per row	434-447
Ruiz-Pinilla, J. G. / Pallarés, F. J. / Giménez, E. / Calderón, P. A.	Experimental tests on retrofitted RC beam-column joints underdesigned to seismic loads. General approach	702-714
Deifalla, A. / Hamed, M. / Saleh, Amin / Ali, Tarek	Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: An experimental study	776-786
Davie, C. T. / Pearce, C. J. / Bićanić, N.	Fully coupled, hygro-thermo-mechanical sensitivity analysis of a pre-stressed concrete pressure vessel	536-551
Ferrario, E. / Zio, E.	Goal Tree Success Tree–Dynamic Master Logic Diagram and Monte Carlo simulation for the safety and resilience assessment of a multistate system of systems	411-433
Ruiz-García, Jorge / González, Erick J.	Implementation of Displacement Coefficient method for seismic assessment of buildings built on soft soil sites	1-12
Gong, Kuangmin / Chen, Xinzhong	Influence of non-Gaussian wind characteristics on wind turbine extreme response	727-744
Reza, Samy Muhammad / Shahria Alam, M. / Tesfamariam, Solomon	Lateral load resistance of bridge piers under flexure and shear using factorial analysis	821-835
Massone, Leonardo M. / López, Eduardo E.	Modeling of reinforcement global buckling in RC elements	484-494
Palermo, Michele / Ricci, Ilaria / Gagliardi, Stefano / Silvestri, Stefano / Trombetti, Tomaso / Gasparini, Giada	Multi-performance seismic design through an enhanced first-storey isolation system	495-506
Murín, J. / Aminbaghai, M. / Kutiš, V. / Královič, V. / Sedlár, T. / Goga, V. / Mang, H.	A new 3D Timoshenko finite beam element including non-uniform torsion of open and closed cross sections	153-160
Clubley, Simon K.	Non-linear long duration blast loading of cylindrical shell structures	113-126
Gu, Yiming / Li, Shunlong / Li, Hui / Guo, Zhiming	A novel Bayesian extreme value distribution model of vehicle loads incorporating de-correlated tail fitting: Theory and application to the Nanjing 3rd Yangtze River Bridge	386-392
Salem, H. M. / Helmy, H. M.	Numerical investigation of collapse of the Minnesota I-35W bridge	635-645
Feizi, Bakhtiar / Saadeghvaziri, M. Ala	Optimal design of eccentricity for seismic applications	646-653
de Medeiros, Guilherme Fleith / Kripka, Moacir	Optimization of reinforced concrete columns according to different environmental impact assessment parameters	185-194
Dizhur, Dmytro / Griffith, Michael / Ingham, Jason	Out-of-plane strengthening of unreinforced masonry walls using near surface mounted fibre reinforced polymer strips	330-343
Keitel, H. / Jung, B. / Motra, H. B. / Stutz, H.	Quality assessment of coupled partial models considering soil–structure coupling	565-573
Duan, Zhuo-Ping / Zhang, Hai-Ying / Lu, Zhong-Jie / Ou, Zhuo-Cheng / Liu, Yan / Huang, Feng-Lei	Rear-surface collapse perforation of concrete targets under buried explosion	507-511
Silva, J. E. / Garbatov, Y. / Guedes Soares, C.	Reliability assessment of a steel plate subjected to distributed and localized corrosion wastage	13-20
Zhang, Ruichong / Gargab, Lotfi	Response features and parametric identification of shear-deformation buildings with continuous–discrete modeling	375-385
Ning, Ning / Qu, Wenjun / Zhu, Peng	Role of cast-in situ slabs in RC frames under low frequency cyclic load	28-38
Zhao, Congxiao / Yang, Jian / Wang, Feiliang / Chan, Andrew H. C.	Rotational stiffness of cold-formed steel roof purlin–sheeting connections	284-297
Abbas, Ali A. / Mohsin, Sharifah M. Syed / Cotsovos, Demetrios M.	Seismic response of steel fibre reinforced concrete beam–column joints	261-283
Saliba, N. / Real, E. / Gardner, L.	Shear design recommendations for stainless steel plate girders	220-228
Falamarz-Sheikhabadi, Mohammad Reza	Simplified relations for the application of rotational components to seismic design codes	141-152
Groli, Giancarlo / Pérez Caldentey, Alejandro / Giraldo Soto, Alejandro / Marchetto, Francesco / Ezeberry Parrotta, Javier	Simplified serviceability design of jointless structures. Experimental verification and application to typical bridge and building structures	469-483
Martí-Vargas, J. R. / Hale, W. M. / Garcia-Taengua, E. / Serna, P.	Slip distribution model along the anchorage length of prestressing strands	674-685
Li, Jie / Masia, Mark J. / Stewart, Mark G. / Lawrence, Stephen J.	Spatial variability and stochastic strength prediction of unreinforced masonry walls in vertical bending	787-797
Arvidsson, T. / Karoumi, R. / Pacoste, C.	Statistical screening of modelling alternatives in train–bridge interaction systems	693-701
Saudi, Ghada	Structural assessment of a guyed mast through measurement of natural frequencies	104-112
Ferreira, Anna Paula G. / Farage, Michèle C. R. / Barbosa, Flávio S. / Noumowé, Albert / Renault, Norbert	Thermo-hydric analysis of concrete–rock bilayers under fire conditions	765-775
Zhou, Hongyu / Dhiradhamvit, Kittinan / Attard, Thomas L.	Tornado-borne debris impact performance of an innovative storm safe room system protected by a carbon fiber reinforced hybrid polymeric-matrix composite	308-319
Wolff, E. D. / Ipek, C. / Constantinou, M. C. / Morillas, L.	Torsional response of seismically isolated structures revisited	462-468
De Stefano, M. / Tanganelli, M. / Viti, S.	Variability in concrete mechanical properties as a source of in-plan irregularity for existing RC framed structures	161-172
Rivero-Angeles, F. J. / Vázquez-Hernández, A. O. / Martinez, U.	Vibration analysis for the determination of modal parameters of steel catenary risers based on response-only data	68-79
Van Nimmen, K. / Lombaert, G. / de Roeck, G. / van den Broeck, P.	Vibration serviceability of footbridges: Evaluation of the current codes of practice	448-461

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IssueID
17903
Publié(e) le:
01.12.2018
Modifié(e) le:
30.06.2019

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Engineering Structures - février 2014

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