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ce/papers - v. 1, n. 4 (décembre 2017)

Publié:	décembre 2017

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Kanno, Ryoichi	Advances in Steel Structures and Steel Materials in Japan	394-404
Pereira, Miguel / Simões, Rui / Duarte, João	Analysis Of The Vertical Shear Design Model For Steel-concrete Composite Slabs	405-414
Tankova, Trayana / da Silva, Luís Simões / Marques, Liliana	Ayrton-perry Formulation For The Buckling Resistance Of Prismatic Beam-columns	415-425
Zhang, Qingjie / Schäfer, Markus	Comparison Of Design For Composite Beams In Steel And Concrete According To Eurocode 4 And Chinese Design Codes	426-437
Kirilova, Elisaveta G. / Becker, Wilfried / Ivanova, Jordanka A. / Petrova, Tatyana S.	Effect Of An Interface Defect In A Patch/layer Joint Under Dynamic Time Harmonic Load	438-447
Ljubinković, Filip / Martins, João Pedro / Gervásio, Helena / da Silva, Luís Simões / Leitao, Carlos	Experimental Analysis Of Unstiffened Cylindrically Curved Panels	448-457
da Silva, Irwing Aguiar Ribeiro / da Silva, José Guilherme Santos	Experimental and Numerical Dynamic Analysis of Steel-concrete Composite Footbridges Subjected To Pedestrians Walking	458-467
Lukačević, Ivan / Fuštar, Boris / Dujmovic, Darko	Fatigue Life Assessment Of Welded Cover Plate By Using Global And Local Approaches	468-476
Pfenning, Samuel / Tresch, Jürgen / Pennisi, Luca / Brunkhorst, Sven / Mensinger, Martin	Influence Of The Degree Of Shear Connection On The Load Carrying Capacity Of A Composite Beam In Fire	477-486
Petrova, Tatyana S. / Becker, Wilfried / Kirilova, Elisaveta G. / Ivanova, Jordanka A.	Modeling Of Smart Patch/layer Joints Under Dynamic Time Harmonic Load With Interface Defect	487-496
Kuhlmann, Ulrike / Schmidt-Rasche, Christina	Next Generation Of Eurocode 3 - Evolution By Improvements And Harmonization	497-506
Farrokhi, Farshid / Rahimi, Sepideh	Probabilistic Failure Analysis Of High Steel Frames With Tuned Mass Damper	507-514
Snijder, H. H.	Recent developments regarding the next version of Eurocode 3 part 1-1 on steel structures.	515-538
Refachinho, Miguel / Rigueiro, Constança / Martins, João Pedro / Matos, Rui	Robustness, Redundancy And Progressive Collapse Of Fixed Offshore Structures	539-553
Pakwan, Nipun / Judd, Johnn	Seismic Performance Of Steel Moment Frame Office Buildings With Rectangular Concrete-filled Steel Tube Gravity Columns	554-563
Sato, Atsushi / Wald, František	Seismic Response Of Steel Moment Frames With Semi-continuous Joints	564-572
Laím, Luís / Rodrigues, João Paulo C.	Simple Fire Design Of Cold-formed Steel C-section Beams With Lateral-torsional Buckling	573-590
Arita, Masaki / Kitaoka, Satoshi / Kanno, Ryoich / Hanya, Koji	Structural behavior of full-scale beam-to-girder joints having composite slab under gravity load	591-600
Kühn, Bertram / Krieglstein, Tim	Suifficent choice of material to avoid brittle fractures of foundation components of offshore wind power plants made of steel in accordance with EC3 part 1-10	601-618

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IssueID
16056
Publié(e) le:
30.12.2018
Modifié(e) le:
30.12.2018

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