Improvement of the model proposed by Menegotto and Pinto for steel (English)
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In:
Engineering structures
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124
; 442-456
;
2016
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ISSN:
- Article (Journal) / Print
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Title:Improvement of the model proposed by Menegotto and Pinto for steel
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Contributors:
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Published in:Engineering structures ; 124 ; 442-456
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Publisher:
- New search for: Elsevier
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Place of publication:Oxford
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Publication date:2016
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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 124
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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Effectiveness of distributed tuned mass dampers for multi-mode control of chimney under earthquakesElias, Said / Matsagar, Vasant / Datta, T.K. et al. | 2016
- 17
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Behavior and design of slender circular tubed-reinforced-concrete columns subjected to eccentric compressionZhou, Xuhong / Liu, Jiepeng / Wang, Xuanding / Chen, Y. Frank et al. | 2016
- 29
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Strengthening system using post-tension tendon with an internal anchorage of concrete membersMimoto, Tatsuhiko / Sakaki, Takuya / Mihara, Takafumi / Yoshitake, Isamu et al. | 2016
- 36
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Model reduction and optimal parameters of mid-story isolation systemsZhou, Q. / Singh, M.P. / Huang, X.Y. et al. | 2016
- 49
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Seismic behaviors of squat reinforced concrete shear walls under freeze-thaw cycles: A pilot experimental studyYang, Wei / Zheng, Shan-Suo / Zhang, De-Yi / Sun, Long-Fei / Gan, Chuan-Lei et al. | 2016
- 64
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Development of fragility curves for localised pull-through failures of thin steel roof battensSivapathasundaram, Mayooran / Mahendran, Mahen et al. | 2016
- 85
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Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wallPisani, Marco Andrea et al. | 2016
- 96
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Exact matching at a joint of multiply-connected box beams under out-of-plane bending and torsionChoi, Soomin / Kim, Yoon Young et al. | 2016
- 113
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Accidental eccentricities, frame shear forces and ductility demands of buildings with uncertainties of stiffness and live loadDe-la-Colina, Jaime / González-Pérez, Carlos A. / Valdés-González, Jesús et al. | 2016
- 128
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Slenderness effects in thin-walled I-section struts susceptible to local–global mode interactionBai, Li / Wadee, M. Ahmer et al. | 2016
- 142
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Mesoscale partitioned analysis of brick-masonry archesZhang, Yanyang / Macorini, Lorenzo / Izzuddin, Bassam A. et al. | 2016
- 167
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High strength steel in chevron concentrically braced frames designed according to Eurocode 8Tenchini, Andre / D’Aniello, Mario / Rebelo, Carlos / Landolfo, Raffaele / da Silva, Luis Simões / Lima, Luciano et al. | 2016
- 186
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Modelling the influence of the fibre structure on the structural behaviour of flowable fibre-reinforced concreteSarmiento, E.V. / Hendriks, M.A.N. / Geiker, M.R. / Kanstad, T. et al. | 2016
- 196
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Rational finite element assisted design of precast steel fibre reinforced concrete pipesMohamed, Nedal / Nehdi, Moncef L. et al. | 2016
- 207
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An efficient approach to the evaluation of wind effects on structures based on recorded pressure fieldsPatruno, L. / Ricci, M. / de Miranda, S. / Ubertini, F. et al. | 2016
- 221
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A method for identification of an effective Winkler foundation for large-diameter offshore wind turbine support structures based on in-situ measured small-strain soil response and 3D modellingVersteijlen, W.G. / Metrikine, A.V. / van Dalen, K.N. et al. | 2016
- 237
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Some remarks on the interaction of long-term effects in deflections of RC membersZanuy, Carlos et al. | 2016
- 245
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Influence of adjusted models of plastic hinges in nonlinear behaviour of reinforced concrete buildingsLópez-López, Andrés / Tomás, Antonio / Sánchez-Olivares, Gregorio et al. | 2016
- 258
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Strengthening of non-conforming RC shear walls using different steel configurationsChristidis, Konstantinos I. / Vougioukas, Emmanouil / Trezos, Konstantinos G. et al. | 2016
- 269
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Mechanical behavior and size effect of moderate high-strength RC columns under monotonic and cyclic axial compressionJin, Liu / Li, Dong / Du, Xiuli et al. | 2016
- 286
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Developing a new hysteretic type seismic damper (BRRP) for steel bridgesYamazaki, Shinsuke / Usami, Tsutomu / Nonaka, Tetsuya et al. | 2016
- 302
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Finite element modeling of the composite action between hollowcore slabs and the topping concreteAdawi, Aiham / Youssef, Maged A. / Meshaly, Mohamed E. et al. | 2016
- 316
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Theoretical model of adhesively bonded single lap joints with functionally graded adherendsGuin, William E. / Wang, Jialai et al. | 2016
- 333
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Topology optimization for simplified structural fire safetyMadsen, Søren / Lange, Nis P. / Giuliani, Luisa / Jomaas, Grunde / Lazarov, Boyan S. / Sigmund, Ole et al. | 2016
- 344
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Semi-implicit finite strain constitutive integration and mixed strain/stress control based on intermediate configurationsAreias, P. / Rabczuk, T. / César de Sá, J. / Alves, J.L. et al. | 2016
- 361
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Numerical study on reducing building vibrations by foundation improvementPersson, P. / Persson, K. / Sandberg, G. et al. | 2016
- 376
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Integrated analysis of kinematic form active structures for architectural applications: Design of a representative case studyPuystiens, Silke / Van Craenenbroeck, Maarten / De Laet, Lars / Van Hemelrijck, Danny / Van Paepegem, Wim / Mollaert, Marijke et al. | 2016
- 388
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Effect of thermal induced flexural strain cycles on the low cycle fatigue performance of integral bridge steel H-pilesKaralar, Memduh / Dicleli, Murat et al. | 2016
- 405
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Influences of the volume fraction and shape of steel fibers on fiber-reinforced concrete subjected to dynamic loading – A reviewSoufeiani, Leila / Raman, Sudharshan N. / Jumaat, Mohd Zamin Bin / Alengaram, Ubagaram Johnson / Ghadyani, Ghasem / Mendis, Priyan et al. | 2016
- 418
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Effect of arrangement of tensile reinforcement on flexural stiffness and crackingGribniak, Viktor / Pérez Caldentey, Alejandro / Kaklauskas, Gintaris / Rimkus, Arvydas / Sokolov, Aleksandr et al. | 2016
- 429
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Structural integrity of corroded girth welds in vintage steel pipelinesHertelé, Stijn / Cosham, Andrew / Roovers, Paul et al. | 2016
- 442
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Improvement of the model proposed by Menegotto and Pinto for steelBosco, M. / Ferrara, E. / Ghersi, A. / Marino, E.M. / Rossi, P.P. et al. | 2016
- 457
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Effective stress-strain relationships for analysis of noncompact and slender filled composite (CFT) membersLai, Zhichao / Varma, Amit H. et al. | 2016
- 473
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Structural stability analysis of single-layer reticulated shells with stochastic imperfectionsLiu, Huijuan / Zhang, Wei / Yuan, Hao et al. | 2016
- 480
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Deformation capacity of non-conforming r.c. columns under compressive axial load and biaxial bendingDel Zoppo, Marta / Di Ludovico, Marco / Prota, Andrea et al. | 2016
- 494
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Deck–tower interaction in the transverse seismic response of cable-stayed bridges and optimum configurationsCamara, A. / Efthymiou, E. et al. | 2016
- 507
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Seismic design of bridge columns incorporating mechanical bar splices in plastic hinge regionsTazarv, Mostafa / Saiidi, M. Saiid et al. | 2016
- 521
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A nonlinear quadrilateral layered membrane element with drilling degrees of freedom for the modeling of reinforced concrete wallsRojas, F. / Anderson, J.C. / Massone, L.M. et al. | 2016
- 539
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Wind tunnel tests of two free-standing lighting protection masts in different arrangements with surroundings roof objects and roof conditionsFlaga, Andrzej / Kłaput, Renata / Augustyn, Marcin et al. | 2016
- IFC
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Editorial Board| 2016