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CRC Press
03 December 2009
Behaviour of Steel Structures in Seismic Areas comprises the latest progress in both theoretical and experimental research on the behaviour of steel structures in seismic areas. The book presents the most recent trends in the field of steel structures in seismic areas, with particular reference to the utilisation of multi-level performance based design concepts, the analysis of factors influencing the steel structure behaviour during strong ground motions, minimizing earthquake damage, seismic retrofit, the collapse behavior of steel structures, recent developments in advanced large-scale experimental techniques, and the utilization of large-scale seismic testing facilities. A valuable resource for engineers, scientists, and Ph.

D. students in Civil Engineering, Earthquake Engineering, Structural Engineering, Steel Construction, Steel Development, and Building Disaster Prevention.
Edited by:   Federico Mazzolani (University of Naples 'Federico II'' Naples Italy), James M. Ricles (ATLSS Engineering Research Center, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, Pennsylvania, USA), Richard Sause (Lehigh University, Bethlehem, PA, USA)
Imprint:   CRC Press
Country of Publication:   United Kingdom
Dimensions:   Height: 246mm,  Width: 174mm, 
Weight:   1.792kg
ISBN:   9780415563260
ISBN 10:   0415563267
Pages:   998
Publication Date:   03 December 2009
Audience:   College/higher education ,  College/higher education ,  Primary ,  Primary
Format:   Mixed media product
Publisher's Status:   Active
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. Degee, 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-Î 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. Degee & 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 seismic loads S. Koboevic', J. Rozon & R. Tremblay Optimal design of eccentrically braced frames with vertical link (V-EBFs) in order to maximize energy dissipation F. Hamedi, S. Taherkhani & A.R. Rezaeian Plastic limit analysis of self-centering steel moment resisting frames P. Rojas, M. Caballero, J.M. Ricles & R. Sause A design procedure for dual eccentrically braced-moment resisting systems: theory M. Bosco, A. Ghersi & P.P. Rossi A design procedure for dual eccentrically braced-moment resisting systems: numerical investigation M. Bosco & P.P. Rossi Session 10: Performance-based design Modeling of component deterioration for collapse prediction of steel moment frames D.G. Lignos, H. Krawinkler & F. Zareian Seismic performance evaluation of moment-resisting steel frames with different levels of ductility H. Daneshvar & R.G. Driver Evaluation of design procedure for steel self-centering moment frames G. Herning, M.E. Moreyra Garlock & E.H. Vanmarcke A new hybrid method for seismic design of steel building frames T.L. Karavasilis, N. Bazeos & D.E. Beskos Seismic design of steel structures using modal strength reduction (behavior) factors G.A. Papagiannopoulos & D.E. Beskos Session 11: Connection behaviour III Performance of dual-steel connections of high strength components under monotonic and cyclic loading D. Dubina, D. Grecea, A. Stratan & N. Muntean Mechanical identification of PTED beam-to-column connections according to Eurocode 3 M. Esposto, B. Faggiano & F.M. Mazzolani Experimental and numerical studies of moment resisting frames with replaceable links Y. Shen, C. Christopoulos, N. Mansour & R. Tremblay Welded tubular column to H-beam connections: three dimensional cyclic tests W. Wang, Y.Y. Chen, W.Q. Li & X. Chen Reduction of residual story drift of moment resisting frame using self-centering column bases M. Ikenaga, M. Nakashima & T. Nagae Seismic assessment of early steel buildings with riveted connections in NZ M. Naderi Session 12: Global behaviour IV Estimation of increasing response of steel frame after fracture of structural member under strong earthquake ground motions J. Iyama Available ductility of RBS steel structures-comparative studies P. Alexa, H. Mociran & Ioana Ladar The effect of panel zone rigidity on behavior of tall buildings with tubular steel moment-frame systems F. Abedi-Nik Energy-based method in seismic design of eccentrically braced frames S.R. Mirghaderi, Sh. Dastmalchi & S.M. Zahrai Energy-based damage model for MDOF steel structures E. Bojorquez, A. Reyes-Salazar, A. Teran-Gilmore & S.E. Ruiz Seismic analysis and design approaches for crane-supporting steel structures J. Richard, R. Tremblay, S. Koboevic' & R.A. MacCrimmon Limit state evaluation for container cranes constructed of stiffened steel box stub-columns B. Kosbab, R.T. Leon & R. DesRoches Session 13: Strengthening, repair, and monitoring Seismic upgrade of existing semi-continuous steel frames: a comparison between the use of concentric steel braces and viscoelastic dissipative systems C. Amadio, M. Bella & L. Macorini On the use of metal shear panels for seismic retrofitting of RC frames: experimental and numerical investigation G. De Matteis, A. Formisano & F.M. Mazzolani Seismic performance improvement of existing steel buildings by rocking structural system T. Azuhata, T. Ishihara, M. Midorikawa, T. Miyake & K. Matsumoto Vulnerability of the Greek telecommunications network infrastructure I. Vayas, M. Papageorgiou, I. Hatzinikolis & A. Avloniti Effects of rigidity of column base on seismic performance of steel moment frame retrofitted with buckling restrained braces H. Asada, S. Kishiki & S. Yamada All-steel buckling-restrained braces for seismic upgrading of existing reinforced concrete buildings M. D'Aniello, G. Della Corte & F.M. Mazzolani Experimental tests on full scale RC frames retrofitted with buckling restrained braces L. Di Sarno & G. Manfredi Session 14: Analytical and experimental methods; global behaviour A phenomenological model for the prediction of the hysteretic response of structural components to seismic loads R. Chalasani, G.A. Rassati, P.N.N.S. Kumar & A. Kukreti Prediction of crack formation at steel welded beam-to-column joints under cyclic loading V. Karlos, A. Spiliopoulos & I. Vayas Yield surface applications for nonlinear dynamic analysis of steel frames K. Ozakgul Column over-design factor requirements of steel frame structures for specific reliability levels W.C. Pu, K. Kasai & Y.G. Zhao Experimental seismic testing of a controlled rocking bridge steel truss pier M. Pollino & M. Bruneau Shaking table test of beam-end damper frame using E-defense multipurpose test-bed T. Takeuchi, K. Kasai, S. Kishiki, H. Ando, M. Midorikawa, Y. Matsuoka, T. Asakawa, I. Kubodera & Y. Kurokawa A new hybrid cold-formed system for low rise buildings in seismic areas M.H. Sayyas & S.R. Mirghaderi Session 15: Member behaviour I Seismic behavior of steel shear plates stiffened by wood panels T. Hitaka, M. Nakashima, M. Ito & Y. Murata Potentially plastic zone details in columns in eccentrically braced frames H. Koeber & B. Stef Ë anescu The elasto-plastic response of steel structural members subject to earthquake P. Broz, P. Marek & L. Vaclavek Panel zone performance in a weak panel-type moment frame consisting of a composite beam and a square hollow section column Y. Shimada, S. Kishiki, S. Yamada, Y. Matsuoka & K. Suita Dynamic shear tests of low-yield steel panel dampers for bridge bearing T. Aoki, J. Dang, C. Zhang, T. Takaku & Y. Fukumoto Numerical simulation of the cyclic inelastic behaviour of buckling restrained braces A. Korzekwa & R. Tremblay A new design equation developed from Eurocode 4-2004 for concrete filled steel tubes Z.H. Lu & Y.G. Zhao Seismic design procedures for centrically braced frames H. Koeber & B. StefaË nescu Session 16: Performance-based design; passive, semi- and active control Improved seismic design procedure for steel moment frames A. Villani, J.M. Castro & A.Y. Elghazouli Proposal for increasing the ductility of steel structures V. Gioncu, M. Mosoarca & B.A. Anastasiadis Displacement-based seismic design of SDOF concentrically braced frames J. Goggins & T. Sullivan Plastic design of dissipative truss moment frames A. Longo, R. Montuori & V. Piluso Study on seismic behavior of simple-connected steel frame with buckling restrained braces D.Z. Hu, G.Q. Li, S.W. Chen & F.F. Sun Improving seismic performance of steel structures due to near-fault earthquakes using hybrid damping system S.M. Zahrai & A. Tokhmpash Accuracy of nonlinear static procedures for estimating the seismic performance of steel frame structures M. Ferraioli, A. Lavino, A.M. Avossa & A. Mandara Session 17: Seismic, wind, and exceptional loads Influence of connection capacity on the behavior of floor systems under realistic fire loading G.A. Cedeno & A.H. Varma Design of a large scale shake table experiment on a port container crane L.D. Jacobs, R. DesRoches & R.T. Leon Wind action on bridges: dynamics and aero-elastics phenomena. The bridge over the Strait of Messina G. Russo, O. Bergamo, L. Damiani & M. Cappellari Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenarios F. Dinu & D. Dubina FEM analysis of atmospheric tanks under seismic excitation A. Di Carluccio, G. Fabbrocino & G. Manfredi Leak proofness of unanchored storage tanks subjected to earthquake loading-experience and simulations M. Wasicek & F.D. Fischer Seismic behaviour of steel storage racking systems C.A. Castiglioni, P. Carydis, P. Negro, L. Calado, H. Degee & I. Rosin Session 18: Analytical and experimental methods Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigation C. Chen, J.M. Ricles, R. Sause, T.L. Karavasilis & Y. Chae OpenSees modeling of the inelastic seismic response of steel roof deck diaphragms K. Shrestha, J. Franquet, C.A. Rogers & R. Tremblay Seismic design and assessment of steel structures based on rigid-plastic response history analysis C. Malaga-Chuquitaype, A.Y. Elghazouli & R. Bento Influence of ground motion characteristics on the seismic response of single and multi degree of freedom steel framed systems M. Kumar, J.M. Castro & A.Y. Elghazouli Numerical modeling of steel frames with concrete slab and its evaluation S. Motoyui, S. Sakai & K. Kasai Optimized distribution of strength in tall buckling-restrained brace frames G.T. Oxborrow & P. Richards Session 19: Seismic, wind and exceptional loads; passive control Design concept for composite members subjected to impact and blast loads M. Gundel & B. Hoffmeister Robustness based design of new and existing steel structures A. Formisano, A. Marzo & F.M. Mazzolani Capacity design to provide seismic performance and resistance to exceptional actions B. Hoffmeister Simplified analytical modeling of compact pure aluminum shear panels G. Brando, G. De Matteis & F.M. Mazzolani Multi-hazard resistant steel plate shear wall bridge pier concept D. Keller & M. Bruneau Design approach for the seismic strengthening of an existing RC building with buckling restrained braces L. Di Sarno & G. Manfredi Session 20: Analytical and experimental methods; connection behaviour Development of analytical models for 0.6 scale self-centering MRF with beam web friction devices C.Y. Seo, Y.C. Lin, R. Sause & J.M. Ricles Some recent New Zealand research on seismic steel structures G.A. MacRae, G.C. Clifton & J.W. Butterworth A responsive modal identification and wireless sensing platform for quasi-realtime earthquake monitoring of long-span bridges S.N. Pakzad & L. Cheng A field observation for steel parking buildings near the coast in Japan and an experimental study on remaining structural capacity of corroded bracing members and their connections K. Sawada, A. Matsuo, N. Kitahara, H. Kato, T. Takamatsu & H. Tamai Seismic behavior of weak-axis beam-column connections S. Setia, C.V.R. Murty & V.K. Sehgal Experimental and numerical investigation of a new reduced beam section moment connection S.R. Mirghaderi, S. Torabian & A. Imanpour Design and behavior of welded T-stubs for DST connections R.A. Herrera, G. Gomez & M. Sarrazin Session 21: Codification; design and fabrication; material behaviour; performance-based design The AISC seismic provisions: summary of the 2005 edition and update on changes for 2010 J.O. Malley Seismic reduction factors for equivalent static design of braced frames T. Wang, M. Kato, X. Ji, T. Hitaka & M. Nakashima Displacement-based performance assessment of steel moment resisting frames M. Ferraioli, A. Lavino, A.M. Avossa & A. Mandara Seismic analysis of sheathing-braced cold-formed steel structures L. Fiorino, O. Iuorio & R. Landolfo Analysis and design requirements of BRBF in Argentina G.L. Palazzo & F.J. Crisafulli Study on the residual deformation capacity of plastically strained steel Y. Matsumoto Conventional steel constructions for the performance-based earthquake retrofit of low-rise school buildings F. Pina, T. White, G. Taylor & C. Ventura Session 22: Member behaviour II Floor diaphragm design of steel self-centering moment frames M.E. Moreyra Garlock, J. Li & E.H. Vanmarcke Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces with a replaceable core C.C. Chou & S.Y. Chen Plastic shear overstrength of short links with axial restraints G. Della Corte, M. D'Aniello & F.M. Mazzolani Study of energy dissipation capacity of steel beams under cyclic loading Y. Jiao, Y. Shimada, S. Kishiki & S. Yamada Seismic design of boundary frame members of steel plate shear walls B. Qu & M. Bruneau Preliminary results of an experimental program on the cyclic response and rotation capacity of steel members M. Brescia, R. Landolfo, O. Mammana, F. Iannone, V. Piluso & G. Rizzano

University of Naples 'Federico II , Naples, Italy ATLSS Engineering Research Center, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, Pennsylvania, USA Lehigh University, Bethlehem, PA, USA

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