Engineering Structures - mars 2022

Publié:	mars 2022

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Adema, Andrés / Santa María, Hernán / Guindos, Pablo	Analysis of instant and long-term performance of timber-concrete floors with boundary conditions other than simply supported	113827
Tatar, Arman / Dowden, Daniel M.	Analytical and numerical investigation of a low-damage uplift friction damper for self-centering cross-laminated timber rocking walls	113836
Acuña-Rello, Luis / Spavento, Eleana / Casado-Sanz, Milagros / Basterra, Luis-Alfonso / López-Rodríguez, Gamaliel / Ramón-Cueto, Gemma / Relea-Gangas, Enrique / Morillas-Romero, Leandro / Escolano-Margarit, David / Martínez, Roberto D. / Balmori, José Antonio	Assessment of machine learning algorithm-based grading of Populus x euramericana I-214 structural sawn timber	113826
Zeng, Jun-Jie / Liao, JinJing / Zhuge, Yan / Guo, Yong-Chang / Zhou, Jie-Kai / Huang, Ze-Hao / Zhang, Lihai	Bond behavior between GFRP bars and seawater sea-sand fiber-reinforced ultra-high strength concrete	113787
Zóltowski, Krzysztof / Banas, Anna / Binczyk, Mikolaj / Kalitowski, Przemyslaw	Control of the bridge span vibration with high coefficient passive damper. Theoretical consideration and application	113781
Ferretti, Francesca / Jafari, Samira / Esposito, Rita / Rots, Jan G. / Mazzotti, Claudio	Critical analysis on the use of the shove test for investigating the shear-sliding behavior of brick masonry	113860
Mejía, Nestor / Peralta, Ricardo / Tapia, Rodrigo / Durán, Ricardo / Sarango, Andrés	Damage assessment of RC columns under the combined effects of contact explosion and axial loads by experimental and numerical investigations	113776
Dai, Kuang-Yu / Yu, Xiao-Hui / Qian, Kai / Wang, Dai-Yu	Deformation capacity of FRP retrofitted reinforced concrete columns with corroded reinforcing bars	113834
Aloisio, Angelo / Boggian, Francesco / Tomasi, Roberto	Design of a novel seismic retrofitting system for RC structures based on asymmetric friction connections and CLT panels	113807
Nettis, Andrea / Iacovazzo, Pietro / Raffaele, Domenico / Uva, Giuseppina / Adam, José M.	Displacement-based seismic performance assessment of multi-span steel truss bridges	113832
Skoglund, Oskar / Leander, John	Distortion induced fatigue of web-gap details, a parametric study	113811
Pinkney, Brandon / Dagenais, Marc-André / Wight, Gordon	Dynamic load testing of a modular truss bridge using military vehicles	113822
Hwang, Seong-Hoon / Mangalathu, Sujith / Shin, Jinwon / Jeon, Jong-Su	Estimation of economic seismic loss of steel moment-frame buildings using a machine learning algorithm	113877
Sato, Daiki / Osabel, Dave Montellano / Kasai, Kazuhiko	Evaluation method for practical application of viscoelastic damper using equivalent sinusoidal waveforms of long-duration random excitations in along- and across-wind directions	113735
Abdelhady, Ahmed U. / Spence, Seymour M. J. / McCormick, Jason	Exogenous windborne debris: Definition and required extent of surrounding buildings for modeling in hurricanes	113798
Lucon, Massimiliano / Baragatti, Paolo / Possidente, Luca / Tondini, Nicola	Experimental fire response of seismic elastomeric bearings	113806
Zhang, Jiawei / Cai, Chengbiao / Zhu, Shengyang / Wang, Mingze / He, Qinglie / Yang, Shangfu / Zhai, Wanming	Experimental investigation on dynamic performance evolution of double-block ballastless track under high-cycle train loads	113872
Nie, Xin / Duan, Linli / Tao, Muxuan / Guo, Yutao	Experimental investigation on the behavior of the steel–concrete composite frames with uplift-restricted and slip-permitted screw-type (URSP-S) connectors	113868
Aljuhmani, Ahmad Ghazi / Alwashali, Hamood / Ogasawara, Ayaka / Atsuzawa, Eito / Maeda, Masaki / Seki, Matsutaro	Experimental investigation on the effect of openings on the in-plane shear strength and stiffness of cross-laminated timber panels	113786
Gu, Qian / Zhao, Duanfeng / Tan, Yuan / Gao, Hongyuan / Deng, Qing / Wang, Xiang	Experimental study on L-shaped precast concrete superposed shear walls under quasi-static cyclic loading with different axial compressive load ratios	113857
He, Pei / Pavlović, Marko	Failure modes of bonded wrapped composite joints for steel circular hollow sections in ultimate load experiments	113799
Qin, Shiqiang / Zhang, Jiabin / Huang, Chunlei / Gao, Liqiang / Bao, Yi	Fatigue performance evaluation of steel-UHPC composite orthotropic deck in a long-span cable-stayed bridge under in-service traffic	113875
Lu, Hailong / Vaz, Murilo Augusto / Caire, Marcelo	Flexible riser tensile armour stress assessment in the bend stiffener region	113849
Mo, Xiao-Dong / Zeng, Wen-Qing / Liao, JinJing / Zeng, Jun-Jie	Flexural behavior of hybrid FRP-concrete-steel double-skin tubular beams with PBL shear connectors	113840
Jain, Ankur / Surana, Mitesh	Floor displacement-based torsional amplification factors for seismic design of acceleration-sensitive non-structural components in torsionally irregular RC buildings	113871
Montabert, Arnaud / Mercerat, E. Diego / Clément, Julien / Langlaude, Philippe / Lyon-Caen, Hélène / Lancieri, Maria	High resolution operational modal analysis of Sant’Agata del Mugello in light of its building history	113767
De Risi, Maria Teresa / Furtado, André / Rodrigues, Hugo / Melo, José / Verderame, Gerardo Mario / Arêde, António / Varum, Humberto / Manfredi, Gaetano	Influence of textile reinforced mortars strengthening on the in-plane/out-of-plane response of masonry infill walls in RC frames	113887
Kampitsis, Andreas / Kapasakalis, Konstantinos / Via-Estrem, Lluis	An integrated FEA-CFD simulation of offshore wind turbines with vibration control systems	113859
Nagib, Mohammed T. / Sakr, Mohammed A. / El-khoriby, Saher R. / Khalifa, Tarek M.	Interfacial shear behavior between UHPFRC layers and normal concrete substrate for shear-strengthened squat RC shear walls under cyclic loading	113850
Zhang, Ziqian / Shi, Gang / Wang, Shihao / Zhou, Le	Investigation on buckling behavior of T-shaped box-T section columns under axial load	113904
Razavi Setvati, Mahdi / Hicks, Stephen J.	Machine learning models for predicting resistance of headed studs embedded in concrete	113803
Yost, Joseph Robert / Bolhassani, Mohammad / Chhadeh, Philipp Amir / Ryan, Liam / Schneider, Jens / Akbarzadeh, Masoud	Mechanical performance of polyhedral hollow glass units under compression	113730
López, Carlos N. / Rojas, Fabian / Massone, Leonardo M.	Membrane fiber element for reinforced concrete walls – the benefits of macro and micro modeling approaches	113819
Ghasemof, Ali / Mirtaheri, Masoud / Mohammadi, Reza Karami	Multi-objective optimization for probabilistic performance-based design of buildings using FEMA P-58 methodology	113856
Cui, Wei / Zhao, Lin / Ge, Yaojun	Non-Gaussian turbulence induced buffeting responses of long-span bridges based on state augmentation method	113774
Phan, Dao Hoang Hiep / Patel, Vipulkumar Ishvarbhai / Liang, Qing Quan / Abadi, Haider Al / Thai, Huu-Tai	Numerical investigations of circular double-skin steel tubular slender beam-columns filled with ultra-high-strength concrete	113814
Wang, Kui / Liu, Yisen / Wang, Jin / Xiang, Jiangyang / Yao, Song / Peng, Yong	On crashworthiness behaviors of 3D printed multi-cell filled thin-walled structures	113907
Aggestam, Emil / Nielsen, Jens C. O. / Lundgren, Karin / Zandi, Kamyab / Ekberg, Anders	Optimisation of slab track design considering dynamic train–track interaction and environmental impact	113749
De Francesco, Giovanni / Sullivan, Timothy J.	P-delta effects on short-period systems subjected to earthquake excitation	113642
Kyburz, M. L. / Sovilla, B. / Gaume, J. / Ancey, C.	Physics-based estimates of drag coefficients for the impact pressure calculation of dense snow avalanches	113478
Fang, Chen / Liu, Hong-Jun / Lam, Heung-Fai / Adeagbo, Mujib Olamide / Peng, Hua-Yi	Practical model updating of the Ting Kau Bridge through the MCMC-based Bayesian algorithm utilizing measured modal parameters	113839
Vrijdaghs, Rutger / Verstrynge, Els	Probabilistic structural analysis of a real-life corroding concrete bridge girder incorporating stochastic material and damage variables in a finite element approach	113831
Zhang, Wenshuo	Progressive collapse of post-tensioned subframes following the removal of an interior column	113841
Wynne, Zachariah / Stratford, Tim / Reynolds, Thomas P. S.	Quantifying mass changes with ambient vibration measurements	113745
Neu, Gerrit E. / Edler, Philipp / Freitag, Steffen / Gudžulić, Vladislav / Meschke, Günther	Reliability based optimization of steel-fibre segmental tunnel linings subjected to thrust jack loadings	113752
Algobahi, Redhwan M. / Abdo, Mohamed Abdel-Basset / Fahmy, Mohamed F. M.	Resilient steel beam-column connection with bolted compact hollow structural steel damper	113835
Xiang, Ping / Song, Guanqing / Fan, Kui / Li, Zhuofeng / Jia, Liang-Jiu	Shaking table test on a low-damage controlled multiple-rocking-column steel frame	113896
Xu, Qizhi / Sebastian, Wendel / Lu, Kaiwei / Yao, Yiming / Wang, Jingquan	Shear behaviour and calculation model for stud-UHPC connections: Finite element and theoretical analyses	113838
Shen, Jiaxu / Ren, Xiaodan / Zhang, Yongqun / Chen, Jun	Slip-enhanced plastic-damage constitutive model for masonry structures	113792
Lim, HyeongUk / Manuel, Lance / Low, Ying Min / Srinil, Narakorn	A surrogate model for estimating uncertainty in marine riser fatigue damage resulting from vortex-induced vibration	113796
Halvonik, Jaroslav / Hanzel, Ján / Majtánová, Lucia	Verification of the design provisions for foundation footings subjected to punching-shear	113885
Ghazal, Tarek / Elshaer, Ahmed / Aboshosha, Haitham	Wind load evaluation on storm shelters using wind tunnel testing and North American design codes	113821

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sur cette fiche
IssueID
61254
Publié(e) le:
17.02.2022
Modifié(e) le:
09.05.2022

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International Association for Bridge and Structural Engineering (IABSE)

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Engineering Structures - mars 2022

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Engineering Structures - mars 2022

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

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