STESSA 2006 : proceedings of the Fifth International Conference on Behaviour of Steel Structures in Seismic Areas, 14-17 August 2006, Yokohama, Japan /: proceedings of the Fifth International Conference on Behaviour of Steel Structures in Seismic Areas, 14-17 August 2006, Yokohama, Japan. (2009)

• Record Type: Book
• Other Titles: Proceedings of the Fifth International Conference on Behaviour of Steel Structures in Seismic Areas; Behaviour of steel structures in seismic areas
• Further Information: Note: Edited by Federico M. Mazzolani. Akira Wada.
• Other Names: Mazzolani, Federico M; Wada, A (Akira); Conference on Behaviour of Steel Structures in Seismic Areas, 5th
• Contents: Keynote lectures Damage-free seismic-resistant self-centering steel concentrically-braced frames; D. Roke, R. Sause, J.M. Ricles & N. Gonner; Presented by: R. Sause Full-scale tests of passively-controlled 5-story steel building using E-Defense shake; table part 1: test concept, method, and building specimen 11; K. Kasai, S. Motoyui, H. Ito, H. Ozaki, M. Ishii, K. Kajiwara & T. Hikino; Presented by: K. Kasai The structural response of submerged floating tunnel to multi-support seismic excitations; G. Martire, M. Esposto, B. Faggiano, F.M. Mazzolani, R. Landolfo, A. Zollo & T.A. Stabile; Presented by: F.M. Mazzolani Behaviour of heavy sections welded moment connections; A. Plumier, C. Lequesne, H. Degée, A. Bannister & W. Hoelbling; Presented by: A. Plumier Session 1: Advanced steel structures and testing methods Seismic response of 2D and 3D buildings incorporating buckling-restrained and self-centering bracing systems; H. Choi, J. Erochko, C. Christopoulos & R. Tremblay Performance based evaluation of steel special moment resisting frames with viscous dampers; H. Kit Miyamoto, A.S. Gilani & A. Wada A framework for hybrid simulation of semi-rigid steel frames; H.N. Mahmoud & A.S. Elnashai Experimental performance of full-scale eccentrically braced frames with replaceable shear links; N. Mansour, C. Christopoulos & R. Tremblay Experimental assessment of the seismic performance of a self-centering steel MRF system with beam web friction devices; Y.C. Lin, J.M. Ricles, R. Sause & C.Y. Seo Large-scale real-time hybrid simulation of steel MRFs equipped with compressed elastomer dampers; T.L. Karavasilis, C. Chen, J.M. Ricles & R. Sause Innovative bracing system for seismic resistant steel structures; O. Palkopoulou, P. Karydakis & I. Vayas Experiences of design, fabrication and installation of TV towers with concrete; shaft and head steel structures; M.R. Eslami, B. Haghighi & F. Rahiminia Session 2: Passive, semi- and active control Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table part 2: preliminary analysis results; K. Kasai, Y. Ooki, H. Ito, S. Motoyui, T. Hikino & E. Sato Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table part 3: full-scale tests for dampers and beam-column subassemblies; Y. Ooki, K. Kasai, S. Motoyui, K. Kaneko, K. Kajiwara & T. Hikino Seismic design and evaluation of steel MRFs with compressed elastomer dampers; T.L. Karavasilis, R. Sause & J.M. Ricles Performance assessment of buckling-restrained braced frame dual systems; C. Ariyaratana & L.A. Fahnestock Test of two story steel frames installing viscous wall damper; T. Sawada, K. Nagashima, M. Ikenaga, S. Nagata, K. Suzuki & A. Wada Session 3: Global behaviour I Full scale shaking table collapse experiment on 4-story steel moment frame: part 1 outline of the experiment; S. Yamada, K. Kasai, Y. Shimada, K. Suita, M. Tada & Y. Matsuoka Full scale shaking table collapse experiment on 4-story steel moment frame: part 2 detail of collapse behavior; K. Suita, S. Yamada, K. Kasai, Y. Shimada, M. Tada & Y. Matsuoka Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frame; T. Hikino, M. Ohsaki, K. Kasai & M. Nakashima A comparative analysis of performances of high strength steel dual frames of buckling restrained braces vs. dissipative shear walls; F. Dinu, D. Dubina & C. Neagu Cyclic performance of full-scale two-story narrow steel plate shear walls; C.H. Li, K.C. Tsai & C.H. Lin Session 4: Connection behaviour I Qualification of beam to column connections of cold formed steel shapes; G.F. Valencia-Clement Effects of gauge distance of angle on moment-rotation behavior of top- and seat-angle connections; N. Kishi, M. Komuro, Y. Sato & W.F. Chen Structural behavior of steel framework with knee brace in H-section weak axis column-to-beam connection with high-strength bolts; A. Nomoto, K. Ebato & Y. Harada Ultimate behaviour of dissipative T-stub connections; M. Latour & G. Rizzano Experimental studies on steel and steel concrete composite joints under symmetrical and asymmetrical loads; D. Dan, V. Stoian, T. Nagy Gyorgy & I. Demeter Collaborative substructure pseudo dynamic test on building with new column-bases; H. Tamai, T. Takamatsu, T. Yamanishi & M. Tada Session 5: Member behaviour; mixed and composite structures; global behaviour Failure assessment of bracing members under cyclic loading; K.H. Nip, L. Gardner & A.Y. Elghazouli Bending shear behavior of shear yield precedence short-span beam part 3: experimental results and evaluation of maximum strength; Y. Sawamoto, S. Yoshikai, N. Tanaka, Y. Harada, K. Morita & A. Hotaka Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite frames; C. Amadio, M. Bella, V. Bertoni & L. Macorini Dynamic behaviour of cold-formed steel structures under seismic loads; B. Calderoni, C. Giubileo & A. De Martino Investigations on the effect of frame member connection rigidity on the behavior of steel plate shear wall systems; M. Dastfan & R.G. Driver Seismic vulnerability of RC structures integrated with metal shear panels: a study case; A. Formisano, F.M. Mazzolani & G. De Matteis Session 6: Connection behaviour II Shear lugs for column bases; C. Aguirre & I. Palma Structural behaviour of tension type high strength bolted connection between web plate of wide flange section and split-T; K. Ebato, Y. Harada & A. Nomoto Behavior of exposed column-base exhibiting spindle-type restoring force characteristics; T. Watanabe, H. Kadoya, T. Hagino, T. Nakano, H. Masuda & K. Morita Cyclic test of new steel structure with metallic dampers; Y.J. Kim, S.D. Kim, S.H. Oh, H.S. Ryu & M.H. Yoon Built-up T-stub connections for special and intermediate moment frames. Numerical and experimental testing for prequalification; E.G. Hantouche, G.A. Rassati & J.A. Swanson Session 7: Global behaviour II Partial frame testing of a sustainable building steel structure system; M. Iwata & Y. Shima New criteria for taking account of P-Δ effects in seismic design of steel structure; J.M. Aribert & H.T. Vu Influence of the brace overstrength on the seismic behavior of chevron braced frames; M. Bosco, E.M. Marino & P.P. Rossi Effect of gravity columns on mitigation of story drift concentration for concentrically braced steel frames; X. Ji, M. Kato, T. Wang, T. Hitaka & M. Nakashima Improvement of seismic behavior of concentrically braced frames making use of fuse elements in brace members; A. Rezaeian, R. Izadifar & S. Sharifi Pirkoohi Session 8: Mixed and composite structures I A study on the connection of concrete filled steel tubes (CFT) with built-in steel bars; Q.Y. Qiao, A. Kawano, A. Nawa, K. Kutani & T. Shirakawa Improving the seismic robustness of reinforced concrete frames by using locally hybrid steel-concrete columns; H. Degée & A. Plumier Experimental analysis of the cyclic response of CFT-SHS members; F. Iannone, L. Mastrandrea, R. Montuori & V. Piluso Experimental behavior of composite beam-column flush end plate connections subjected to low probability, high consequence loading; O. Mirza, B. Uy, P. Chalhoub & D. Maenpaa Numerical analysis on composite steel concrete structural shear walls with steel encased profiles; A. Fabian, V. Stoian & D. Dan Analytical investigation of through plate connection to concrete filled tube (CFT) column; Y.B. Minouei, R. Mirghaderi & S. Ahlehagh Session 9: Global behaviour III Incremental dynamic analysis of multi-storey concentrically braced steel frames; L. Tirca & R. Tremblay Relationship between global and local indicators of the performance of eccentrically braced frames under sei
• Publisher Details: Place of publication not identified : CRC Press
• Publication Date: 2009
• Extent: 1 online resource (998 pages)
• Subjects: 624.1762; Building, Iron and steel -- Earthquake effects -- Congresses; Steel, Structural -- Earthquake effects -- Congresses; Earthquake engineering -- Congresses
• Languages: English
• ISBNs: 9781439859414; 1439859418
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.