Engineering Structures - juillet 2018

Publié:	juillet 2018

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Keivan, Ashkan / Phillips, Brian M. / Ikago, Kohju	Adaptive causal realization of rate-independent linear damping	256-271
Shoghijavan, Mohammad / Starossek, Uwe	An analytical study on the bending moment acting on the girder of a long-span cable-supported bridge suffering from cable failure	166-174
Huang, Haoyu / Chang, Wen-Shao	Application of pre-stressed SMA-based tuned mass damper to a timber floor system	143-150
Cheng, Zhengshun / Wang, Kai / Ong, Muk Chen	Assessment of performance enhancement of a semi-submersible vertical axis wind turbine with an optimized Darrieus rotor	227-240
Alhadid, M. Monir A. / Youssef, Maged A.	Assessment of the flexural behavior of reinforced concrete beams strengthened with concrete jackets	108-120
Timmers, Matthew / Tsay Jacobs, Andrew	Concrete apartment tower in Los Angeles reimagined in mass timber	716-724
Gu, Xianglin / Guo, Hongyuan / Zhou, Binbin / Zhang, Weiping / Jiang, Chao	Corrosion non-uniformity of steel bars and reliability of corroded RC beams	188-202
Ji, Xiaodong / Cheng, Xiaowei / Xu, Mengchao	Coupled axial tension-shear behavior of reinforced concrete walls	132-142
McAlorum, Jack / Perry, Marcus / Fusiek, Grzegorz / Niewczas, Pawel / McKeeman, Iain / Rubert, Tim	Deterioration of cracks in onshore wind turbine foundations	121-131
Brodsky, Alex / Rabinovitch, Oded / Yankelevsky, David Z.	Determination of the interaction between a masonry wall and a confining frame	214-226
Bolvardi, Vahab / Pei, Shiling / van de Lindt, John W. / Dolan, James D.	Direct displacement design of tall cross laminated timber platform buildings with inter-story isolation	740-749
Lonetti, Paolo / Maletta, Roberta	Dynamic impact analysis of masonry buildings subjected to flood actions	445-458
Calhoun, S. J. / Harvey Jr., P. S.	Enhancing the teaching of seismic isolation using additive manufacturing	494-503
Xiong, Xueyu / Yao, Gangfeng / Su, Xiaozu	Experimental and numerical studies on seismic behavior of bonded and unbonded prestressed steel reinforced concrete frame beam	567-581
Meng, Xianjie / Yang, Qingshan / Wei, Jianwei / Li, Tieying	Experimental investigation on the lateral structural performance of a traditional Chinese pre-Ming dynasty timber structure based on half-scale pseudo-static tests	582-591
Wen, Q. / Hua, X. G. / Lei, X. / Chen, Z. Q. / Niu, H. W.	Experimental study of wake-induced instability of coupled parallel hanger ropes for suspension bridges	175-187
Dal Lago, Bruno / Biondini, Fabio / Toniolo, Giandomenico	Experimental tests on multiple-slit devices for precast concrete panels	420-430
He, Xuhui / Cai, Chang / Wang, Zijian / Jing, Haiquan / Qin, Chengwen	Experimental verification of the effectiveness of elastic cross-ties in suppressing wake-induced vibrations of staggered stay cables	151-165
Senatore, Gennaro / Duffour, Philippe / Winslow, Pete	Exploring the application domain of adaptive structures	608-628
Liu, Yang / Kuang, J. S. / Huang, Qunxian	Extended spectrum-based pushover analysis for predicting earthquake-induced forces in tall buildings	351-362
Thoma, K.	Finite element analysis of experimentally tested RC and PC beams using the cracked membrane model	592-607
Van Pham, Phe / Mohareb, Magdi / Fam, Amir	Finite element formulation for the analysis of multilayered beams based on the principle of stationary complementary strain energy	287-307
Brossault, Marc-Antoine / Roux, Philippe / Guéguen, Philippe	The fluctuation–dissipation theorem used as a proxy for damping variations in real engineering structures	65-73
Xiao, Sinan / Lu, Zhenzhou / Wang, Pan	Global sensitivity analysis based on distance correlation for structural systems with multivariate output	74-83
Lu, Yang / Hajirasouliha, Iman / Marshall, Alec M.	An improved replacement oscillator approach for soil-structure interaction analysis considering soft soils	26-38
Liberatore, Laura / Noto, Fabrizio / Mollaioli, Fabrizio / Franchin, Paolo	In-plane response of masonry infill walls: Comprehensive experimentally-based equivalent strut model for deterministic and probabilistic analysis	533-548
Grisaro, Hezi Y. / Benamou, David / Dancygier, Avraham N.	Investigation of blast and fragmentation loading characteristics – Field tests	363-375
Herfelt, Morten A. / Poulsen, Peter N. / Hoang, Linh C. / Jensen, Jesper F.	Lower bound multiscale element for in situ cast joints in triaxial stress	340-350
Polastri, A. / Giongo, I. / Angeli, A. / Brandner, R.	Mechanical characterization of a pre-fabricated connection system for cross laminated timber structures in seismic regions	705-715
Tomassetti, U. / Graziotti, F. / Penna, A. / Magenes, G.	Modelling one-way out-of-plane response of single-leaf and cavity walls	241-255
He, Yinghou / Han, Xuliang / Li, Qiusheng / Zhu, Hongping / He, Yuncheng	Monitoring of wind effects on 600 m high Ping-An Finance Center during Typhoon Haima	308-326
Deng, En-Feng / Zong, Liang / Ding, Yang / Dai, Xiao-Meng / Lou, Ni / Chen, Yang	Monotonic and cyclic response of bolted connections with welded cover plate for modular steel construction	407-419
Fereshtehnejad, Ehsan / Shafieezadeh, Abdollah	A multi-type multi-occurrence hazard lifecycle cost analysis framework for infrastructure management decision making	504-517
Yan, Shen / Zhao, Xianzhong / Chen, Yiyi / Xu, Zhenyu / Lu, Yong	A new type of truss joint for prevention of progressive collapse	203-213
Terzi, Vasiliki G. / Ignatakis, Christos E.	Nonlinear finite element analyses for the restoration study of Xana, Greece	96-107
Rezaiee-Pajand, M. / Mokhtari, M. / Masoodi, Amir R.	A novel cable element for nonlinear thermo-elastic analysis	431-444
Tamagnone, G. / Rinaldin, G. / Fragiacomo, M.	A novel method for non-linear design of CLT wall systems	760-771
Bernagozzi, Giacomo / Mukhopadhyay, Suparno / Betti, Raimondo / Landi, Luca / Diotallevi, Pier Paolo	Output-only damage detection in buildings using proportional modal flexibility-based deflections in unknown mass scenarios	549-566
Daneshvar, Hossein / Driver, Robert G.	Performance evaluation of WT connections in progressive collapse	376-392
Simoneschi, Giorgia / Olivieri, Carlo / de Leo, Andrea M. / Di Egidio, Angelo	Pole placement method to control the rocking motion of rigid blocks	39-47
Yang, Fei / Liu, Yuqing / Xin, Haohui	Positive bending capacity prediction of composite girders based on elastoplastic cross-sectional analysis	327-339
Wang, Cao / Zhang, Hao	Probability-based estimate of tropical cyclone damage: An explicit approach and application to Hong Kong, China	471-480
Nguyen, Tu T. / Dao, Thang N. / Aaleti, Sriram / van de Lindt, John W. / Fridley, Kenneth J.	Seismic assessment of a three-story wood building with an integrated CLT-lightframe system using RTHS	695-704
Dong, Yao-Rong / Xu, Zhao-Dong / Zeng, Ke / Cheng, Yu / Xu, Chao	Seismic behavior and cross-scale refinement model of damage evolution for RC shear walls	13-25
Huang, Hao / Wu, Yuntian / Li, Zhao / Sun, Zewei / Chen, Zhixiong	Seismic behavior of Chuan-Dou type timber frames	725-739
Liu, Cong / Gao, Ri / Guo, Bo	Seismic design method analyses of an innovative steel damping bearing for railway bridges	518-532
Dutu, Andreea / Niste, Mihai / Spatarelu, Iulian / Dima, Daniel Ioan / Kishiki, Shoichi	Seismic evaluation of Romanian traditional buildings with timber frame and mud masonry infills by in-plane static cyclic tests	655-670
Scotta, Roberto / Trutalli, Davide / Marchi, Luca / Pozza, Luca	Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors	683-694
Zhang, Xiaoyue / Shahnewaz, Md / Tannert, Thomas	Seismic reliability analysis of a timber steel hybrid system	629-638
Iqbal, Asif / Fragiacomo, Massimo / Pampanin, Stefano / Buchanan, Andrew	Seismic resilience of plywood-coupled LVL wall panels	750-759
Moroder, Daniel / Smith, Tobias / Dunbar, Andrew / Pampanin, Stefano / Buchanan, Andrew	Seismic testing of post-tensioned Pres-Lam core walls using cross laminated timber	639-654
Serrano-López, R. / Urruchi-Rojo, J. R. / Martínez-Martínez, J. A.	The shallow arch: A step towards bridges styling in the early 19th century	84-95
Dutu, Andreea / Yamazaki, Yoshihiro / Sakata, Hiroyasu	Shear spring model proposed for seismic evaluation of a timber framed masonry infilled wall	671-682
Ni, Pengpeng / Mangalathu, Sujith	Simplified evaluation of pipe strains crossing a normal fault through the dissipated energy method	393-406
Yuan, Aimin / Xu, Donghui / Qian, Shoulong / Dai, Hang	Splitting force of bottle-shaped struts with different height-to-width ratios	481-493
Isaac, Chukwuemeke William / Oluwole, Oluleke	Structural response and performance of hexagonal thin-walled grooved tubes under dynamic impact loading conditions	459-470
Razavi, Alireza / Sarkar, Partha P.	Tornado-induced wind loads on a low-rise building: Influence of swirl ratio, translation speed and building parameters	1-12
Galvín, P. / Romero, A. / Moliner, E. / Martínez-Rodrigo, M. D.	Two FE models to analyse the dynamic response of short span simply-supported oblique high-speed railway bridges: Comparison and experimental validation	48-64
Baggio, Sebastiano / Berto, Luisa / Rocca, Irene / Saetta, Anna	Vulnerability assessment and seismic mitigation intervention for artistic assets: from theory to practice	272-286

Informations
sur cette fiche
IssueID
17372
Publié(e) le:
01.12.2018
Modifié(e) le:
30.06.2019

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

Engineering Structures - juillet 2018

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.

Données obligatoires

Engineering Structures - juillet 2018

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.

Données obligatoires

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.