Journal of Constructional Steel Research - v. 46, n. 1-3 (avril 1998)

Publié:	avril 1998

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Wells, M.	Active structural control: An appraisal for a practical application. The royal victoria footbridge, London Docklands	71-72
Kiss, K. / Dunai, L.	Advanced model for the stress analysis of steel truss bridges	76-78
Gonçalves, R. M. / Javaroni, C. E. / Malite, M. / Sáles, J. J.	Analysis and study of the behaviour of purlins in cold-formed U and Z-type shapes: The effect of elastic restriction due to roof tiles	465-466
Balogh, J. / Iványi, M. / Varga, G.	Analysis of multi-interaction of soil-foundation-steel structure	117-118
Walbridge, S. S. / Grondin, G. Y. / Cheng, J. J. R.	An analysis of the cyclic behaviour of steel gusset plate connections	449-450
Ermopoulos, J. Ch. / Michaltsos, G. T.	Analytical modelling of stress distribution under column base plates	246
Xinge, Shu	The application and exploration of 400N degree high stress steel in structure	411
Hellesland, J.	Application of the method of means to the stability analysis of unbraced frames	98
del Coz Díaz, J. J. / Ordieres Meré, J. B. / Suarez Domínguez, F. J. / Felgueroso Fernández, D. / Alvarez Fernández, M. / Bello García, Antonio	Aprendizaje interactivo mediante programa de análisis estructural avanzado	273-274
Sontheimer, R. / Saa, H.	Automated positioning of welding torch with the fabrication of steel structures with robots	39
Papp, F.	An automatic procedure for computer aided design of steel beam-column structures	380-381
Martínez Calzón, Julio	Barcelona international trade centre buildings (Spain)	110-113
Ribeiro, L. F. L. / Gonçalves, R. M. / Castiglioni, C. A.	Beam-to-column end plate connections — An experimental analysis	264-266
Ibrahim, T. M. / LaBoube, R. A. / Yu, W. W.	Behavior of cold-formed steel roof trusses under concentrated loads	176-177
El-Houssieny, O. M. / Salam, S.Abdel / Attia, G. A. M. / Saad, A. M.	Behavior of extended end plate connections at high temperature	299
Scott, Jeremy G. / Trautner, Janice J.	Behavior of stainless steel fasteners under cyclic load	460-462
Calixto, JoséM / Lavall, Armando C. / Melo, Cristina B. / Pimenta, Roberval J. / Monteiro, Rodrigo C.	Behaviour and strength of composite slabs with ribbed decking	211-212
O'Connor, M. A. / Martin, D. M.	Behaviour of a multi-storey steel framed building subjected to fire attack	295
van den Berg, G. J.	The behaviour of cold-formed stainless steel structural members	463
Megharief, Jihad / Redwood, Richard	Behaviour of composite castellated beams	199-200
Uy, B. / Sloane, R. J.	Behaviour of composite tee beams constructed with high strength steel	203-204
Bredenkamp, P. J. / van den Berg, G. J. / van der Merwe, P.	The behaviour of hot-rolled and built-up stainless steel structural members	464
Juozaitis, J. / Sapalas, A.	Behaviour of masts subjected to action of wind load	467
Al-Jabri, K. S. / Lennon, T. / Burgess, I. W. / Plank, R. J.	Behaviour of steel and composite beam-column connections in fire	308-309
Louca, Luka A. / Pan, Youguang / Harding, John E.	Behaviour of stiffened plates and corrugated panels subjected to impulsive loading	422-423
	Best practice	A3
Sherman, D. R. / Yura, J. A.	Bolted double angle compression members	470-471
	Bridges	A9-A10
	Buildings	A5-A6
Agócs, Zoltán / Brodniansky, Jan	Cable structures	488
Brozzetti, J.	A challenge for the european steel industry: Will the conversion of Eurocode 3 make it better?	30
Cortopassi$Lobo, Mirna / Wild, Roger	The challenges of steel construction in Brazil	29
Stranghöner, N. / Sedlacek, G. / Stötzel, G. / Dahl, W. / Langenberg, P.	The choice of steel material for steel bridges to avoid brittle fracture	56
Garas, F. K.	CIMsteel integrated standards —Delivering the promise	372
	Codes and standards	A7-A8
	Cold formed construction	A11
Eaton, K. J. / Amato, A.	A comparative life cycle assessment of steel and concrete framed office buildings	286-287
Serna, M. A. / Bayo, E. / Castillo, I. / Clemos, L. / Loureiro, A.	A comparative study between eurocode 3 and NBE-EA-95 for standard steel construction	140-141
Wilmshurst, S. R. / Makino, Y. / Kurobane, Y. / Matsubara, Y. / Fukuda, A.	Comparison of test results of canned joints and joints with partially thickened chord walls	343-344
Haensel, J.	Composite bridge design: The reanimation of steel bridge construction	54-55
	Composite construction	A13-A14
Tschemmernegg, F.	Composite frames with slim floors	205-206
Mergulhão, A. J. R. / Freitas, A. M. S. / Machado, R. M.	Composite steel beams strength evaluation constituted of steel profiles filled with reinforced concrete	223-224
Papangelis, J. P. / Hancock, G. J. / Trahair, N. S.	Computer design of cold-formed C- and Z-section purlins	169-171
Barreto, V. / Camotim, D.	Computer-aided design of structural steel plane frames according to Eurocode 3	367-368
	Connections	A15-A16
Olsson, A.	Constitutive modelling of stainless steel	457
Peroš, Bernandin	Constructional steel design for structures with a dominant wind bora load	321-322
Bancila, Radu / Gadeanu, Liviu / Dubina, Dan	Constructional steelwork developments in Romania: Present and future trends	392-395
Girardier, E. V.	Continuous improvement with industry standards	37-38
Kalyanaraman, V. / Mahadevan, K. / Thairani, Vikram	Core loaded earthquake resistant bracing system	437-439
Saul, R.	Cost and time efficient design and construction of steel and steel composite bridges	2
Ádány, S. / Dunai, L.	Cyclic analysis of steel bolted components	420-421
Faella, C. / Piluso, V. / Rizzano, G.	Cyclic behaviour of bolted joint components	433-434
Cruz, P. J. S. / Simões da Silva, L. A. P. / Rodrigues, D. S. / Simões, R. A. D.	Database for the semi-rigid behaviour of beam-to-column connections in seismic regions	233-234
Korvink, Sjaan A.-M. / Barsom, John M. / Bjorhovde, Reidar	Deformation capacity demands of structural steel elements	236-237
Arnedo, A. / Mirambell, E. / Real, E.	Deformations of flexural members of austenitic stainless steel	456
Yin, Zhang / Jingfeng, Liu	The design and construction of furnace shell of 4,000 m3 large scale blast furnace for smelting operation in China	342
Guangjian, Bao	The design and on-site construction of shenzhen 384 m high level emperor skyscraper in China	1
Bridge, R. Q. / Clarke, M. J. / Osterrieder, P. / Pi, Y.-L / Trahair, N. S.	Design by advanced analysis	93
Davies, J. M. / Jiang, C.	Design for distortional buckling	174-175
Lawson, R. M. / Mullett, D. L. / Rackham, J. W.	Design of asymmetric 'slimflor' beams	218
Hancock, G. J. / Rogers, C. A.	Design of cold-formed steel structures of high strength steel	167-168
Kesti, J. / Mäkeläinen, P.	Design of Gypsum-Sheathed Perforated Steel Wall Studs	215-216
Lawson, R. M. / Ola, S.Popo / Pedreschi, R.	Design of over-cladding systems to existing buildings	102
Veríssimo, G. S. / Fakury, R. H.	Design of steel and composite beams with web openings	207
Fryba, L.	Design of steel orthotropic decks on railway bridges	48-49
Laine, M.	Design of steel purlins based on testing: Test methods and interpretation of test results	189-190
Baptista, A. M. / Muzeau, J. P.	Design of tapered compression members according to Eurocode 3	146-148
Sigrai, Tibor	Design of the danube bridge of lágymányos	57
Soininen, R.	Design requirements of high strength cold formed RHS to be used in welded steel structures at low temperatures	478-479
Verstappen, I. / Snijder, H. H. / Bijlaard, F. S. K. / Steenbergen, H. M. G. M.	Design rules for steel arches—In-plane stability	125-126
Nakamura, Shunichi	Design strategy to make steel bridges more economical	58
Baranov, E. I. / Zevin, A. A.	The design system of a steel tower for overhead transmission lines	468-469
Saidani, M. / Nethercot, D. A.	Detailed design models and connections	252
Cao, J. J. / Packer, J. A. / Kosteski, N.	Determination of connection strength between longitudinal plates and RHS columns	243-244
Köröndi, L. / Szittner, A. / Kálló, M. / Kristóf, L.	Determination of fatigue safety and remaining fatigue life on a riveted railway bridge by measurement	430
Pryer, J. W. / Bowerman, H. G.	The development and use of British steel bi-steel	15
Moore, D. B. / Couchman, G. H.	The development of a design guide for standardised composite connections	235
Mäkeläinen, Pentti / Sun, Ye	Development of a new profiled steel sheeting for composite slabs	220
Anderson, J.	Development of an environmental research strategy in Sweden	13-14
Nishimura, Y. / Nishido, T. / Sorimachi, M.	Development of economical methods to increase stiffness of truss-typed stage	345-346
Horizono, Y. / Yoshikawa, Y. / Tsuji, M. / Makino, Y. / Honda, M. / Kurobane, Y.	Development of hollow ball joints for 3-dimensional space trusses-full scale tests and calibration for numerical analysis	490-491
Pedrazzi, Francisco L. M. / Lozano, Santiago	The development of lightweight steel structures for housing in Argentina	178
O'Kon, James A.	The development of new digital tools using information technology and application of computer error avoidance techniques	26
Routman, Y. L.	Device for protection of buildings, equipment and tubing	359-361
De Matteis, G. / Landolfo, R. / Mazzolani, F. M.	Diaphragm effect for industrial steel buildings under earthquake loading	357-358
Baschieri, Mauro	A do-it-yourself low cost mass construction method to build one-family houses	179-180
Espiga, F.	Ductility assessment methods and safety evaluation based on rotation capacity approach	446-447
Gioncu, V.	Ductility criteria for steel structures	443-444
Yamao, Toshitaka / Mizuta, Yoji / Nakao, Manabu / Hirai, Itio	Dynamic characteristics of curved pair members tied with struts and truss members	451
Farkas, J. / Jármai, K.	Economic design of welded steel structures	35-36
Nagai, M. / Xie, X. / Yamaguchi, H. / Fujino, Y.	Economical comparison between cable-stayed and suspension systems with a span exceeding 1000 meters	59
Weynand, K. / Jaspart, J.-P / Steenhuis, M.	Economy studies of steel building frames with semirigid joints	85
	Education and training	A17
Muzeau, J. P. / Bounrier, P.	Education for constructional steel design: APK — The French example	18-19
LaBoube, R. A. / Chen, H. H.	Education plan for cold-formed steel design	282
Ali, Faris A. / Shepherd, Paul / Randall, Michael / Simms, Ian W. / O'Connor, David J. / Burgess, Ian	The effect of axial restraint on the fire resistance of steel columns	305-306
George, Hany W. / Hassan, Kamal	Effect of material of deck on response of cable-stayed bridges to live loads	50-51
Chen, Sheng-Jin	Effects of floor slabs on the seismic behavior of steel beam-to-column connections with reduced beam section	442
Dunai, L. / Okura, I. / Késmárky, Z. / Nagy, A. / Iványi, M.	Effects of stiffener-end-gaps on ultimate behaviour of thin-walled girders	428-429
Kulbach, V. / Talvik, I.	Efficiency of steel in suspended structures	326-327
Kvedaras, A. K. / Kudzys, A. / Vaitkevichius, V.	Efficient future strategies for constructing with steel in Lithuania	389-391
Ginda, G. / Skowroński, W.	Elasto-plastic creep behaviour and load capacity of steel columns during fire	312-313
Zahrai, Seyed Mehdi / Bruneau, Michel	Energy dissipating stiff diaphragms for steel bridges in seismic regions	42-43
Widman, J.	Environmental impact assessment of steel bridges	291-293
	Environmental issues	A19
Zhaowei, Liang / Kaifeng, Zheng	Erection and welding of box beam structure of tiger gate suspension bridge over the pearl river (Zhujiang) in China	44-45
Lobanov, L. M. / Garf, E. F.	Estimation of life of metal tubular structure connections at ultrasonic peening treatment of welded joint zone	431-432
Johnson, R. P. / Hanswille, G. / Tschemmernegg, F.	The eurocode for composite bridges, ENV 1994–1997	142-143
Pope, R. J.	European developments in execution of steel structures	144-145
Dzeba, I.	Evaluation of partial safety factors γM of composite beams	226-227
Lixing, Huo	The evaluation of the safety of the steel structure design in China	155
Lebedich, I. N.	An experience gained in Ukraine in erection of multistorey buildings having a new structural approach to metal frameworks made of unified members	90-91
de Carvalho, L. C. V. / de Andrade, S. A. L. / Vellasco, P. C. G. S.	Experimental analysis of bolted semi-rigid steel connections	238-240
Dhima, D. / Fouquet, G. / Joyeux, D. / Kruppa, J. / Zhao, B.	Experimental and numerical assessment of the behaviour of external heavy steel columns under natural fire	300-301
Lebet, Jean-Paul / Ducret, Jean-Marc	Experimental and theoretical study of the behaviour of composite bridges during construction	69-70
Gutiérrez, Arnaldo	Experimental studies on fatigue and behavior to corrosion of high frequency (400 kHz) welded beams and columns	398
Büyükta§kin, H. A. / Meriçer, F. C. / Arda, T. S.	Experiments on factors affecting the strength of bolted space truss members	482-483
Boulanger, S. / Hirt, M. A.	Explanation and computer implementation of design variety in fibres: A preliminary bridge design navigation tool for novices	382-383
Adey, B. T. / Grondin, G. Y. / Cheng, J. J. R.	Extended end plate moment connections under cyclic loading	435-436
Iványi, M. / Hegedûs, L. / Iványi Jr., M. / Varga, G.	Failure tests of two-storey steel frames	86
Skaloud, M. / Roberts, T. M.	Fatigue crack initiation and propagation in slender webs breathing under repeated loading	417-419
Costa, J. / Mirambell, E.	Fatigue induced by breathing on slender webs	415
Duchêne, Y. / Maquoi, R.	Fatigue resistance to web breathing of slender plate girders subjected to shear	416
Kouhi, Jouko	Finnsteel Technology Programme (FST)	401-402
	Fire	A21-A22
Aurtenetxe, M. G. / Guibert, D.	Fire design and steel structures	302
Allam, A. M. / Green, M. G. / Burgess, I. W. / Plank, R. J.	Fire engineering design of steel-framed structures-integration of design and research	296-297
Baddoo, N. R. / Burgan, B. A.	Fire resistant design of austenitic structural stainless steel	458-459
Robinson, Jef	Fire — A technical challenge and a market opportunity	307
Thevendran, V. / Shanmugam, N. E. / Richard Liew, J. Y.	Flexural torsional behaviour of steel I-beams curved in plan	79-80
Carter, Charles J. / Iwankiw, Nestor R.	Improved ductility in seismic steel moment frames with dogbone connections	448
Díaz, M. / Madariaga, I. / Rodriguez-Ibabe, J. M. / Gutierrez, I.	Improvement of mechanical properties in structural steels by development of acicular ferrite microstructures	413-414
Peñalba, F. / Azkarate, I. / Irisarri, A. M. / Izaga, J. / del Barrio, A.	Improvement of the corrosion behaviour of construction steels	412
	Industrial construction	A23-A24
Henández Montes, Enrique / Gil Martín, Luisa María	Influence of dynamic movements due to seismic response on the buckling problem of steel structures	445
Rose, P. S. / Bailey, C. G. / Burgess, I. W. / Plank, R. J.	The influence of floor slabs on the structural performance of the cardington frame in fire	310-311
Sen, M. K.	The influence of skew abutments on steel plate girders and R.C. Deck composite bridges	81-82
Brož, Petr	Influence of weld factors upon fatigue crack growth	426-427
	Information technology	A25
Bergsma, Gus / Markovitz, Michael E.	Integration of steel building design software across disciplines	373
Dekker, N. W.	Interactive buckling model for the prediction of the rotation capacity of steel beams	154
Johnson, P. F.	International developments in fire engineering of steel structures	27-28
Pasternak, H. / Horváth, L.	Investigation of steel members under cyclic loading by thermovision	425
Santamaría, F. / Jiménez, C. / Flórez, S. / Peñalba, F. / Irisarri, A. M.	Joining technologies of construction steels. Recent advances and future possibilities	255
Martínez Calzón, Julio / Pozo Moya, Carlos / Goicolea, JoséMaría / Ladrón de Guevara, Ginés	Large 10 m diameter telescope for the roque de los muchachos observatory on la palma island in the grand canaries (Spain)	348-352
Martínez Calzón, Julio / Alvarez, Juan Jesús / Giuliani, Mauro E.	Large øresund bay roof structure at Cádiz (Spain)	20-23
Lindner, J.	Lateral torsional buckling of composite beams	222
Chung, K. F. / Shi, Y. J.	Lateral torsional buckling of gusset plates in bolted moment connections among cold-formed steel members	196-197
Krige, G. J.	Less prescriptive design codes, more freedom for engineers	163-164
Burstrand, H.	Light-gauge steel framing leads the way to an increased productivity for residential housing	183-186
Dissanayake, U. I. / Davison, J. B. / Burgess, I. W.	Limit state behaviour of composite frames	201-202
Liu, Zhiwei / Yu, Guoyin / Yang, Jianping	Long span truss arch assembled in segments and stressed tension bars	481
Tenhovuori, A. I. / Leskela, M. V.	Longitudinal shear resistance of composite slabs	228
Dauner, H.-G / Oribasi, A. / Wéry, D.	The lully viaduct, a composite bridge with steel tube truss	67-68
Krige, G. J.	Management of structural maintenance	409-410
Weiji, Han / Yuzhi, Li	The market opportunity and technical evaluation for the spherical steel structure application in China	400
	Marketing strategy	A27
	Materials and corrosion	A29
Nakashima, Shigetoshi	Mechanical characteristics of exposed portions of anchor bolts in steel column bases under combined tension and shear	262-263
Mäkeläinen, Pentti / Outinen, Jyri	Mechanical properties of an austenitic stainless steel at elevated temperatures	455
Hornung, U. / Saal, H.	A method for calculating the out-of-plane buckling length of diagonals of truss girders with hollow sections and K-joints	489
Smith, Charles Ian / Green, Maurine / Dhanjal, Rav	Mite applied thin film intumescent coatings	317-318
Shanmugam, N. E. / Yu, C. H. / Liew, J. Y. Richard / Teo, T. H.	Modelling of steel-concrete composite joints	247-249
Granlund, J. / Olsson, A.	Modelling of the plastic behaviour of structural steel based on biaxial testing	404-405
Dréan, M. / Habraken, A. M. / Muzeau, J. P. / Bouchaïr, A.	Modelling of the swaging process during the installation of swaged bolts	256-257
Vigo, Jean-Michel / Hubo, Ralf / Raoul, Joël	Modern steels for constructional bridges: Longitudinally profiled — LP — Plates	403
Pascual, Amando Castroviejo	Museo guggenheim bilbao amando	87
Pačes, A.	New design concept and installation process applied to the steel structure of a new industrial hall in Skoda a.a.s. in 1995–1996	324-325
Gorokhov, Y. V. / Mushchanov, V. F.	The new design concepts for large-span membrane roofs	335-336
Queiroz, G. / Pimenta, R. J. / Calixto, J. M. / da Mata, L. A. C.	A new type of slim floor	213-214
Rodrigues, F. C. / Saldanha, A. C. / Pfeil, M. S.	Non-linear analysis of steel plane frames with semirigid connections	94-97
Troup, S. / Xiao, R. Y. / Moy, S. S. J.	Numerical modelling of bolted steel connections	269
Croce, Pietro / Cecconi, Andrea / Salvatore, Walter	A numerical procedure for the evaluation of partial safety factors for steel structural elements	159-160
Al Nageim, H. / Mohammed, F. / Lesley, L.	Numerical results of the LR55 track system modelled as multilayer beams on elastic foundation	347
Silvestre, N. / Camotim, D. / Corrêa, M. R.	On the design and safety checking of unbraced pitched-roof steel frames	328-330
Batista, Eduardo / Camotim, D. / Prola, L. C. / Vázquez, E.	On the stability and strength of steel columns affected by distortional buckling	129-131
Xiao, Robert Y. / Dibb-Fuller, D. / Wood, G. A.	Opening in composite slab-design implications	230-231
Brognoli, M. / Gelfi, P. / Zandonini, R. / Zanella, M.	Optimal design of semi-rigid braced frames via knowledge-based approach	365-366
Schönauer, Miroslav	Optimisation and standardisation of steelwork electronic data exchange: Direct and CIMSteel® links	369-371
Hernandez, S.	Optimum design of steel structures	374-378
Stasa, K.	An optimum design procedure for steel trusses	114
Trebilcock, Peter J.	An overview of contemporary architectural trends and their implications on the use of steel	103-104
del Campo, Femando / Martinez, Pablo / Rivacoba, José	Palacio euskalduna de congresos y de la música de Bilbao	7-9
Pintea, Dan / Dubina, Dan / Ionica, Gheorghe	PC tools for implementing eurocode fire design rules	314-316
Humphreys, A. W. / Heatley, T. R.	The performance of steel intensive overcladding structures	108-109
	Plated structure & fatigue	A31
Arzel, Elías	Possibilities for structural steel in Latin America	385
Amato, A. / Kendrick, C. / Ogden, R. / Plank, R. J.	Practical ceiling solutions for thermally efficient steel frame buildings	283-285
Anderson, J.	Prediction of noise from railway bridges	65-66
MacCarthy, I.	Prefabricated building method using cold-formed steel components	194-195
Dujmovic, D.	Probabilistic evaluation of shear diaphragm design methods	115-116
Mykolaitis, Darius	Probabilistic indeterminacy of establishment of structure resistance	161
Barlow, R. P. G. / Raven, G. K.	Process improvements from object oriented 3D modelling of steel buildings at conceptual stage	379
Leskela, M. V. / Mononen, T. / Ålander, C.	Properties of checkered steel surfaces as bonded with concrete	229
de Araújo, Ernani C. / Calil, Carlito	Pyramidal hoppers design to elevated steel silos	337
Stephenson, A. C. / Humphreys, A. W.	Quantification of steel floor vibration and its relationship to human comfort	106-107
Klippel, S.	Recent design developments with blind mechanically operated bolt systems for use with hollow section steelwork	267-268
Engel, Pierre	Recent developments in dry floors using light gauge steel and composite components	83-84
Zhao, X. L. / Mahendran, M.	Recent innovations in cold-formed tubular sections	472-473
Zhao, X. L. / Hancock, G. J.	Recent research on cold-formed tubular structures	474-475
Dubina, D. / Goina, D. / Georgescu, M. / Ungureanu, V. / Zaharia, R.	Recent research on stability analysis of thin-walled cold-formed steel members	172-173
Bancila, Radu / Cristescu, Costin	Rehabilitation of steel bridges in Romania	73-75
Lagerqvist, O.	Resistance of bridge girder webs subjected to concentrated forces	62-64
Christopher, J. E. / Bjorhovde, R.	Response characteristics of frames with semi-rigid connections	253-254
Gaisford, Rex	The rise and rise of CRINE	40
Horvatic, D. V. / Cicek, D. V.	Risk of utilizing class 2 sections for road bridges	46-47
Cox, Ian Fleming	The role of education and training in growing the marketplace for steel construction	280
Martínez Calzón, Julio	Roof to telephone company building in Madrid (Spain)	353-356
Androic, B.	Safety indices obtained by calibration of existing steel structures in Croatia	132-133
Capron, Jean-Luc	Samyn and partners: Contextual use of steel	123
Fu, Zhengyu / Ohi, Kenichi / Takanashi, Koichi / Lin, Xiaoguang	Seismic behavior of steel frames with semi-rigid connections and braces	440-441
Allen, Jay / Richard, Ralph M. / Partridge, James	Seismic connection designs for new and existing steel moment frame structures	454
Calado, L. / Lamas, A.	Seismic modelling and behaviour of steel beam-to-column connections	258-259
Croce, Pietro / Cecconi, Andrea / Salvatore, Walter	Sensitivity of partial safety factors γm to production standards	134-135
Murray, Thomas M. / Howard, Joseph N.	Serviceability: Lively floors — North American and British design methods	105
Leonavičius, M. / Krenevičius, A.	Shakedown and failure of the threaded joints under low cyclic loading	452-453
Uzoegbo, H. C.	Shear lag in steel angles: An investigation of the South African standards	162
Sun, B. J. / Johnson, D.	Shear resistance of steel-concrete-steel beams	225
Houghton, David L.	The SidePlateTM moment connection system: A design breakthrough eliminating recognised vulnerabilities in steel moment-resisting frame connections	260-261
	Siesmic design	A33-A34
Guravich, S. / Dawe, J. L.	Simple beam connections in combined shear and tension	241-242
Kodur, V. K. R. / MacKinnon, D. H.	Simplified design of concrete-filled hollow structural steel columns for fire endurance	298
Marek, P. / Gus̆tar, M. / Krejsa, M.	Simulation-based reliability assessment: Tool for efficient steel design	156-158
Gonzàlez Vásquez, Alejandra Ylayaly	SIPROMAT: La Casa con alma de acero	399
Hernández Santana, Beatriz	Sitech: Sistema de techo en lámina metálica	92
Sivakumaran, K. S. / Yuan, Bing	Slenderness limits and ductility of high strength steel sections	149-151
Masatoshi, Harada	Small art extends the range of the steel deck market	217
Pehrsson, Raimo	A solution for data exchange in structural steel projects	363-364
Czechowski, A.	Some comments and proposals concerning eurocode 3 and its conversion to european standard	138-139
Dubina, D. / Zaharia, R. / Georgescu, M. / Dinu, F. / Olar, Gh / Nagy, Z.	Some particular problems regarding the use of light steel single-storey industrial structures in Romania	331-334
Malite, M. / Gonçalves, R. M. / Sáles, J. J. / Magalhães, J. R. M. / Salles, E. R. P.	Space structures in Brazil	476-477
Zhang, S. H. / Danckert, J. / Yuan, S. J. / Wang, Z. R. / Han, W. J.	Spherical and spheroidal steel structure products made by using integral hydro-bulge forming technology	338-339
Gizejowski, M. A. / Papangelis, J. P. / Parameswar, H. C.	Stability design of semi-continuous steel frame structures	99-101
Storozhenko, L. / Butsky, V. / Taranovsky, O.	Stability of compressed steel concrete composite tubular columns with centrifuged cores	484
	Stainless steel	A35
Popov, O. A. / Monov, B. N. / Kornoukhov, G. P. / Seliverstov, V. A.	Standard structural solutions in steel bridges	60-61
Kolesnichenko, Sergey V.	Static tests of trusses with h-beam chords and RHS members	122
Terrados Cepeda, Javier	Steel construction in single family houses of Andalusia: House in Los Yesos (Granada) and house in Las Fuentezuelas (Jaén)	181-182
Aktuğlu Orbay, Yeşim Kamile	Steel education	275-277
Ogden, R. G. / Lawson, R. M. / Grubb, P. J.	Steel in housing as part of ECSC mega project	187-188
Slattery, Ken	Steel in residential construction, an international movement	31
Bos, J. A. / Bijl, J. / Hesselink, B. H. / Snijder, H. H.	Steel railway bridge design in The Netherlands	52-53
Pasternak, H. / Bodarski, Z. / Hotala, E.	Steel silos — Education by analysing failures	340
Ping, Su	The steel structural design and installation of spherically tubed steel structure net frame system of 27 540 m China Beijing four unit airplane storehouse project	323
hiandong, Yang	The steel structural design and market opportunity of China railway bridge	386
Iwata, Mamoru / Yoneda, Masako / Wada, Akira	Steel structure supply systems	12
Kulbach, V.	Steel structures in Estonia — Investigation, design and realization	387-388
Dowling, P. J. / Burgan, B. A.	Steel structures in the new millennium	34
Shimanovsky, V. N. / Shimanovsky, A. V.	The steel structures. trends in the development. Prospects for application	396-397
Burgan, B. A. / Naji, F. J.	Steel-concrete-steel sandwich construction	219
Wald, František / Jaspart, Jean-Pierre	Stiffness design of column bases	245
Gray, C. J.	A strategic investment in training and development by the UK steel construction industry	281
Steenhuis, M. / Weynand, K. / Gresnigt, A. M.	Strategies for economic design of unbraced steel frames	88-89
Kekuan, Lu	The structural design and installation of the whole unit hoising of 1800 ton steel structure of Beijing West Railway Station	341
Ranby, A.	Structural fire design of thin walled steel sections	303-304
Clifton, G. C.	Structural steel's place in a performance-based building environment	136-137
Popović, O.	Sustainable aspects of longspan lightweight steel structures	288-289
Nicaud, Gérard	Tabular architecture and new tubular shapes used in structural applications	480
Hellsten, M.	Technique, qualities and modeling of beams with expanded metal sections	486-487
Shimanovsky, V. N. / Shimanovsky, A. V.	Theory, calculation and design of space suspended roof systems for buildings	492-493
Martinez-Romero, Enrique	Three 27-story buildings located in highly seismic zone, resulted in advantage to other structural systems, by using steel framing incorporating steel dampers	5-6
Liu, T. C. H.	Three-dimensional modelling of steel/concrete composite connection behaviour in fire	319-320
Bradford, M. A. / Wright, H. D.	Time-dependent local buckling in thin-walled lightweight composites	221
Kalyanaraman, V. / Rao, K.Srinivasa	Torsional-flexural buckling of singly symmetric cold-formed steel beam columns	191-193
Dulevski, E. M.	Toward the effective design of steel box bridge girders	41
Ter Haar, T. R. / Retief, J. V. / Dunaiski, P. E.	Towards a more rational approach of the serviceability limit states design of industrial steel buildings	152-153
Nethercot, D. A.	Towards a standardisation of the design and detailing of connections	3-4
Ziótko, Jerzy / Supernak, Ewa / Mojzesowicz, Grzegorz	Transport and storage of oil and some aspects of ecology	290
Davis, D. C. C.	Tsing Ma Bridge, new design solutions for new design challenges	24-25
	Tubes, space structures & masts	A37-A38
Ocio, J.	The tubular structures in the Spanish market. An expanding market	485
Wasiak, Maciej / Grabowiec, Bogdan	Type, quick, accomplishment and longevity of anticorrosive protection as a steel construction cost reduction factor	406-408
Real, E. / Mirambell, E. / Costa, J. / Arnedo, A.	Ultimate load and local buckling on slender webs of steel plated columns	165
Ghavami, Khosrow	Ultimate load behaviour of flexible and rigid connectors in composite beams	208-210
Brauns, J.	Ultimate strength analysis of base fixed steel frame by plastic method	119-121
Lu, L. H. / Wardenier, J.	The ultimate strength of I-beam to RHS column connections	250-251
Rasmussen, Kim J. R. / Rondal, Jacques	A unified approach to column design	127-128
lyengar, Hal / Sinn, Robert / Zils, John	Unique steel structures in Spain: The Guggenheim Museum Bilbao and the Hotel Arts, Barcelona	10-11
Dunai, L. / Hufnágl, L. / Iványi, M.	University-enterprise co-operation in the education of steel structures	271-272
Gutiérrez, Arnaldo	Venezuelan experience in the promotion, standardization and use of structural steel	424
Plank, R. J.	Wider vocational initiative for structural steelwork	278-279
Perelmuter, A. V. / Mikitarenko, M. A.	Wind energy converter towers: An experience and a prognostication	16-17
Owens, Graham / Wood, Andrew	Worldwide use of steel in construction: Strategies for growth	32-33

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sur cette fiche
IssueID
27993
Publié(e) le:
01.03.2019
Modifié(e) le:
03.08.2019

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Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

Journal of Constructional Steel Research - v. 46, n. 1-3 (avril 1998)

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Journal of Constructional Steel Research - v. 46, n. 1-3 (avril 1998)

Articles dans ce numéro

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