Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression (English)
- New search for: Liang, Qing Quan
- New search for: Liang, Qing Quan
In:
Engineering structures
;
131
; 639-650
;
2017
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ISSN:
- Article (Journal) / Print
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Title:Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression
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Contributors:Liang, Qing Quan ( author )
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Published in:Engineering structures ; 131 ; 639-650
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Publisher:
- New search for: Elsevier
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Place of publication:Oxford
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Publication date:2017
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ISSN:
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ZDBID:
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DOI:
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Type of media:Article (Journal)
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Type of material:Print
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Language:English
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Keywords:
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Classification:
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Source:
Table of contents – Volume 131
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 1
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A nonlinear model for multilayered rubber isolators based on a co-rotational formulationMaureira, N. / Ph.D de la Llera, J. / Ph.D Oyarzo, C. / Miranda, S. et al. | 2016
- 14
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Seismic behavior of special truss moment frame with double hollow structural sections as chord membersSimasathien, Sanputt / Jiansinlapadamrong, Chatchai / Chao, Shih-Ho et al. | 2016
- 28
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Flow-type landslide fragility of reinforced concrete framed buildingsParisi, Fulvio / Sabella, Giuseppe et al. | 2016
- 44
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Advanced approaches to calculate recovery length and force redistribution in semi-parallel wire cables with broken wiresYu, Yujie / Chen, Zhihua / Liu, Hongbo et al. | 2016
- 57
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A two-dimensional IB-LBM framework combined with re-tailored RCVM for assessing the rotation intensity of a tornadic wind over a building configurationGuo, Xixiong / Palanisamy, Rangaraj / Cao, Jun et al. | 2016
- 69
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Concentrically loaded slender square hollow and composite columns incorporating high strength propertiesKhan, M. / Uy, B. / Tao, Z. / Mashiri, F. et al. | 2016
- 90
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Numerical analysis and design of slender concrete-filled elliptical hollow section columns and beam-columnsQiu, W. / McCann, F. / Espinos, A. / Romero, M.L. / Gardner, L. et al. | 2016
- 101
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Full-scale load tests of Pearl-Chain archesHalding, Philip S. / Hertz, Kristian D. / Schmidt, Jacob W. / Kennedy, Bryan J. et al. | 2016
- 115
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Dynamic behaviour of steel-concrete composite beams retrofitted with various bolted shear connectorsHenderson, I.E.J. / Zhu, X.Q. / Uy, B. / Mirza, O. et al. | 2016
- 136
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Experimental and analytical studies of a novel aluminum foam filled energy absorption connector under quasi-static compression loadingWang, Yonghui / Liew, J.Y. Richard / Lee, Siew Chin / Wang, Wei et al. | 2016
- 148
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Strain measurements and analyses around the bolt holes of structural steel plate connections using full-field measurementsToussaint, E. / Durif, S. / Bouchaïr, A. / Grédiac, M. et al. | 2016
- 163
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Experimental study on seismic behavior of high strength steel frames: Global responseHu, Fangxin / Shi, Gang / Shi, Yongjiu et al. | 2016
- 180
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Connection stiffness identification of historic timber buildings using Temperature-based sensitivity analysisLyu, Mengning / Zhu, Xinqun / Yang, Qingshan et al. | 2016
- 192
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Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testingWang, Jingfeng / Zhang, Huijie et al. | 2016
- 207
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Locating delaminations in laminated composite beams using nonlinear guided wavesSoleimanpour, Reza / Ng, Ching-Tai et al. | 2016
- 220
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Application of the endurance time method to the seismic analysis and evaluation of highway bridges considering pounding effectsGuo, Anxin / Shen, Yu / Bai, Jiulin / Li, Hui et al. | 2016
- 231
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Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beamsBarris, C. / Torres, L. / Vilanova, I. / Miàs, C. / Llorens, M. et al. | 2016
- 243
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Behaviour of hybrid timber beam-to-tubular steel column moment connectionsKaragiannis, V. / Málaga-Chuquitaype, C. / Elghazouli, A.Y. et al. | 2016
- 264
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Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and modelsKhatab, M.A.T. / Ashour, A.F. / Sheehan, T. / Lam, D. et al. | 2016
- 275
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Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel framesValente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper et al. | 2016
- 293
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Deflection of in-span hinges in prestressed concrete box girder bridges during constructionAkl, Ahmed / Saiid Saiidi, M. / Vosooghi, Ashkan et al. | 2016
- 311
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Cyclic behavior of concrete columns reinforced with partially unbonded hybridIbrahim, Adam I. / Wu, Gang / Sun, Zeyang / Cui, Haoran et al. | 2016
- 324
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Topology optimization of geometrically nonlinear trusses with spurious eigenmodes controlLi, Lei / Khandelwal, Kapil et al. | 2016
- 345
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A higher-order equation for modeling strand bond in pretensioned concrete beamsRamirez-Garcia, Alberto T. / Dang, Canh N. / Micah Hale, W. / Martí-Vargas, J.R. et al. | 2016
- 362
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Thermal and mechanical analysis of thermal break with end-plate for attached steel structuresBen Larbi, A. / Couchaux, M. / Bouchair, A. et al. | 2016
- 380
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Investigation of the added mass method for seismic design of lock gatesBuldgen, Loïc / Caprace, Jean-David / Rigo, Philippe / Le Sourne, Hervé et al. | 2016
- 394
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Strength and stiffness of timber joints with very high strength steel dowelsSandhaas, Carmen / van de Kuilen, Jan-Willem G. et al. | 2016
- 405
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Experimental investigation of shear strength of full-scale concrete slabs subjected to concentrated loads in nuclear buildingsBui, T.T. / Abouri, S. / Limam, A. / NaNa, W.S.A. / Tedoldi, B. / Roure, T. et al. | 2016
- 421
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Structural behaviour and design of dowel groups Experimental and numerical identification of stress states and failure mechanisms of the surrounding timber matrixHochreiner, G. / Bader, T.K. / Schweigler, M. / Eberhardsteiner, J. et al. | 2016
- 438
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Instantaneous deflection calculation for steel fibre reinforced concrete one way membersAmin, Ali / Foster, Stephen J. / Kaufmann, Walter et al. | 2016
- 446
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Strategies for enhancing fire performance of steel bridgesKodur, Venkatesh K. / Aziz, Esam M. / Naser, Mohannad Z. et al. | 2016
- 459
-
The role of masonry infills on the damage response of R/C buildings subjected to seismic sequencesMorfidis, Konstantinos / Kostinakis, Konstantinos et al. | 2016
- 477
-
Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental studyZeinizadeh Jeddi, Mahdi / Ramli Sulong, N.H. / Arabnejad Khanouki, M.M. et al. | 2016
- 492
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Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectorsLiu, Yong / Guo, Lanhui / Qu, Bing / Zhang, Sumei et al. | 2016
- 503
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Comprehensive stress-strain model of square steel tube stub columns under compressionZhao, Hua / Sun, Yuping / Takeuchi, Takashi / Zhao, Shichun et al. | 2016
- 513
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Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocksWang, Guojue / Li, Yingmin / Zheng, Nina / Ingham, Jason M. et al. | 2016
- 530
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Verification of structural elements made of FRC only: A critical discussion and proposal of a novel analytical methodFacconi, Luca / Minelli, Fausto et al. | 2016
- 542
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Probabilistic damage identification of a designed 9-story building using modal data in the presence of modeling errorsBehmanesh, Iman / Moaveni, Babak / Papadimitriou, Costas et al. | 2016
- 553
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Column-wall failure mode of steel moment connection with inner diaphragm and catenary mechanismLi, Ling / Wang, Wei / Chen, Yiyi / Teh, Lip H. et al. | 2016
- 564
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Experimental study of the punching shear behavior of high performance steel fiber reinforced concrete slabs considering casting directionsNguyen, Thuc N. / Nguyen, Tung T. / Pansuk, Withit et al. | 2016
- 574
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Seismic damage assessment of RC structures under shaking table tests using the modified direct stiffness calculation methodYang, Y. / Yang, Y.B. / Chen, Z.X. et al. | 2016
- 587
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Bond strength and development length of steel bar in unconfined self-consolidating concreteMousavi, S.S. / Dehestani, M. / Mousavi, K.K. et al. | 2016
- 599
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Detection of member overall buckling in civil space grid structures based on deviation in normal strain along the memberYan, Guirong / Fang, Chen / Feng, Ruoqiang / Hua, Xugang / Zhao, Yi et al. | 2016
- 614
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Unbonded brickwork for the protection of infills from seismic damagePalios, Xenophon / Fardis, Michael N. / Strepelias, Elias / Bousias, Stathis N. et al. | 2016
- 625
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A method for performing efficient parametric dynamic analyses in large finite element models undergoing structural modificationsHerrada, F.J. / García-Martínez, J. / Fraile, A. / Hermanns, L.K.H. / Montáns, F.J. et al. | 2016
- 639
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Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compressionLiang, Qing Quan et al. | 2016
- 651
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Modelling plastic hinge of FRP-confined RC columnsYuan, Fang / Wu, Yu-Fei / Li, Chun-Qing et al. | 2016
- IFC
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Editorial Board| 2016