proceeding of the 6th International Colloquium, first session, SDSS'99, Timișoara, Romania, 9-11 September 1999 /
نام نخستين پديدآور
edited by Dan Dubina & Miklós Iványi.
وضعیت نشر و پخش و غیره
محل نشرو پخش و غیره
New York :
نام ناشر، پخش کننده و غيره
Elsevier,
تاریخ نشرو بخش و غیره
1999.
مشخصات ظاهری
نام خاص و کميت اثر
xviii, 620 pages :
ساير جزييات
illustrations ;
ابعاد
25 cm
یادداشتهای مربوط به کتابنامه ، واژه نامه و نمایه های داخل اثر
متن يادداشت
Includes bibliographical references and indexes.
یادداشتهای مربوط به مندرجات
متن يادداشت
Sensitivity of steel structures to different categories of imperfections / N. Balut and A. Moldovan -- Romanian code for the design of steel structures subjected to seismic loads / C. Dalban, P. Ioan and S. Dima / [et al.] -- Transition from deterministic to probabilistic structural steel reliability assessment with special attention to stability problems / M. Krejsa and P. Marek -- Design of composite structures in seismic regions / A. Plumier and C. Doneux -- Effect of the cold plastic deformation of the mechanical properties on the steels used in metallic structures / V. Safta and T. Fleser -- Particularities raised by the evaluation of load reduction factors for the seismic design of composite steel-concrete structures / L. Sanchez and A. Plumier -- Elastic lateral buckling of coped beams / R. Abspoel and J. Stark -- Stability of monosymmetric beams / I. Balaz and Y. Kolekova -- Elastic-plastic buckling of columns in building frames / A. M. Baptista and J. P. Muzeau -- Some remarks concerning the buckling reduction factors / N. Balut -- Validation of design rules for member stability of European Standards -- Proposal for buckling rules / R. Greiner and R. Ofner -- Behaviour and instabilities of open thin-walled elements. Part I: Behaviour / F. Mohri and E. Kamal -- Behaviour and instabilities of open thin-walled elements. Part 2: Instabilities / F. Mohri and E. Brouki -- A unified concept for the stability check of metal columns / K. J. R. Rasmussen and J. Rondal -- Elasto-plastic stability of columns with an unsymmetrically strengthened I-cross section / G. Salzgeber -- Proposals for a modified beam finite element embedding the deformability of the cross section / H. Degee -- Towards a better knowledge about the web breathing phenomenon / Y. Duchene, R. Maquoi and M. Skaloud.
متن يادداشت
Analysis of cylindrical shells using the finite element method / M. Ivan, A. Ivan and T. Let -- Appraisal of existing steel bridges using modern methods / R. Bancila, D. Boldus and T. Moisa / [et al.] -- Seismic behaviour of the Romanian Danube Bridges / V. Fierbinteanu, D. Teodorescu and R. Bancila -- Combined action of monoaxial bending and axial compression in the view of new Eurocode 3-Part 2: Steel Bridges / H. Sertler -- Background to retrofitting methods for steel bridge piers in Japan / T. Usami, H. B. Ge and H. Oda.
متن يادداشت
Ductility demands for MRFs and LL-EBFs for different earthquake types / L. Tirca and V. Gioncu -- Ductility and overstrength of moment frames / I. Vayas and A. Spiliopoulos -- Behaviour of steel concentrically braced frames with friction dissipation devices / D. Voiculescu and C. Dalban -- Experimental verification of light structure / Z. Agocs -- Structural analysis of steel storage pallet racks / N. Baldassino, C. Bernuzzi and R. Zandonini -- Elastic stability of built-up columns using the spline finite strip method / M. Djafour, A. Megnounif and D. Kerdal -- Floor and wall bracing systems for steel framed houses / D. Dubina, L. Fulop and R. Zaharia -- Bending tests on cold-formed thin gauge steel elements with longitudinal intermediate stiffeners and direct loading of the top flange / M. Fontana and St. Blumel -- E.C.B.L. and EUROCODE 3 Annex Z based calibration procedure for buckling curves of compression steel members / M. Georgescu and D. Dubina -- Experimental study on the interaction of steel sheeting and Z-purlin / M. Kachichian, L. Dunai and L. Kaltenbach / [et al.] -- The applicability of EUROCODE 3 to the design of thin-walled columns undergoing distortional buckling / J. Kesti and J. M. Davies -- Local buckling of aluminium channels: Tests and simulation / R. Landolfo, F. M. Mazzolani and Piluso -- Post-buckling analysis of V-stiffened corrugated sheets under compression / M. Pasca, M. Pignataro and P. Franchin -- Single and interactive buckling modes for unstiffened thin-walled steel sections in compression / V. Ungureanu and D. Dubina -- Supporting towers for medium power wind turbines / A. Botici and T. Let -- The brazier effect for buried steel pipelines of finite length / C. J. Gantes and D. S. Gerogianni -- Behaviour of cylindrical steel shell subjected to silo loads / A. Khelil, Z. Belhouchet and J. C. Roth.
متن يادداشت
Ductility of plate girder panels under cyclic shear / Y. Fukumoto, M. Uenoya and M. Nakamura / [et al.] -- A limit-states criterion for ductility of class 1 and 2 composite and steel beams / A. R. Kemp -- Ductility of thin-walled members / A. Moldovan, D. Petcu and V. Gioncu -- Numerical studies in semi-rigid metallic frame structures / P. Alexa and A. Catarig -- Influence of residual stress on the carrying-capacity of steel framed structures. Numerical investigation / G. M. Barsan and C. G. Chiorean -- An advanced analysis for steel frame design: Comparison with test results / A. M. Barszcz and M. A. Gizejowski -- Design of composite sway frames: A concise guide / J. S. Hensman and D. A. Nethercot -- The spatial behaviour of the scaffold used for the coal conveyance / A. Ivan, M. Ivan and D. Cozma -- Influence of semi-rigid joints on the stability of sway-frames / H. H. Snijder and C. M. Steenhuis -- Dynamic behaviour control of steel frames in seismic areas by equivalent static approaches / J. M. Aribert and D. Grecea -- Global performance of steel moment resisting frames with semi-rigid joints / D. Dubina, A. Ciutina and A. Stratan / [et al.] -- A simple procedure to design steel frames to fail in global mode / A. Ghersi, E. Marino and F. Neri -- A global approach to the design of steel frames / A. Ghersi, F. Neri and P. P. Rossi -- A new series of full-scale tests on steel frames with semi-rigid connections / M. Ivanyi and G. Varga -- Influence of asymmetry on seismic response of moment-resisting steel frames / D. Marusic and P. Fajfar -- Seismic response of MR steel frames with different connection behaviours / G. De Matteis, R. Landolfo and F. M. Mazzolani / [et al.] -- Energy based methods and time history response analysis for behaviour factor evaluation of moment-resisting steel frames / J. Milev, Z. B. Petkov and P. Sotirov / [et al.].
متن يادداشت
Interaction of stiffener-end-gap and stiffener size in the ultimate strength of thin-walled girders / L. Dunai and J. Nezo -- Influence of local buckling of flanges on the ultimate load of I-sections / J. Lindner and A. Rusch -- Undulating webs under patch loading / R. Novak and J. Machacek -- Reduction of ultimate strength of girders due to stiffener-end-gaps / I. Okura, M. Kawarabayashi and A. Kazashi -- Advanced finite element buckling analysis in engineering practise / P. Osterrieder, F. Werner and M. Friedrich / [et al.] -- Influence of web imperfections in welded I-beams with slender webs / N. Rangelov -- Prediction of buckling strength of stiffened plates by use of the optimum eccentricity method / G. Solland and M. Rotheim -- Behaviour of unsymmetric bolted connections subjected to dynamic loading / D. Beg, C. Remec and P. Skuber -- Behaviour of beam-to-column joints in Moment-Resisting Steel Frames / C. Bernuzzi, C. A. Castiglioni and S. Vajna de Pava -- Cyclic behaviour of steel beam-to-column connections: interpretation of experimental results / L. Calado, G. De Matteis and R. Landolfo / [et al.] -- Numerical and experimental study of behaviour of column-base connections under bending / M. Ivanyi, J. Balogh and L. Hegedus -- Remarks on the use of EC3-Annex J for the prediction of aluminium joint behaviour / G. De Matteis, A. Mandara and F. M. Mazzolani -- Improved beam-to-column joints for moment-resisting frames -- An experimental study / P. Sotirov, N. Rangelov and O. Ganchev / [et al.] -- Ductility of IPE and HEA beams and beam-columns / A. Anastasiadis and V. Gioncu -- Reliability of joint systems for improving the ductility of MR-Frames / A. Anastasiadis, G. Mateescu and V. Gioncu / [et al.] -- Factors influencing ductility in high performance steel I-shaped beams / C. J. Earls.
بدون عنوان
0
بدون عنوان
8
بدون عنوان
8
بدون عنوان
8
بدون عنوان
8
ویراست دیگر از اثر در قالب دیگر رسانه
عنوان
Stability and ductility of steel structures.
موضوع (اسم عام یاعبارت اسمی عام)
موضوع مستند نشده
Building, Iron and steel, Congresses.
موضوع مستند نشده
Steel-- Ductility, Congresses.
موضوع مستند نشده
Structural frames, Congresses.
موضوع مستند نشده
Structural stability, Congresses.
موضوع مستند نشده
Building, Iron and steel.
موضوع مستند نشده
Duktilität.
موضوع مستند نشده
Kongress.
موضوع مستند نشده
Stahlbau.
موضوع مستند نشده
Steel-- Ductility.
موضوع مستند نشده
Structural frames.
موضوع مستند نشده
Structural stability.
موضوع مستند نشده
Strukturelle Stabilität.
مقوله موضوعی
موضوع مستند نشده
TA
رده بندی ديویی
شماره
624
.
1/821
ويراست
21
رده بندی کنگره
شماره رده
TA684
نشانه اثر
.
I527
1999
سایر رده بندی ها
شماره رده
ZI
7200
کد سيستم
rvk
نام شخص - (مسئولیت معنوی برابر )
مستند نام اشخاص تاييد نشده
Dubina, Dan.
مستند نام اشخاص تاييد نشده
Iványi, M.
نام تنالگان به منزله سر شناسه - (مسئولیت معنوی درجه اول )
مستند نام تنالگان تاييد نشده
International Colloquium on Stability and Ductility of Steel Structures(6th :1999 :, Timișoara, Romania)