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Preface Organization Author index

Keynote lectures

Session 1: Advanced steel structures and testing methods

Session 2: Passive, semi- and active control

Session 3: Global behaviour I

Session 4: Connection behaviour I

Session 5: Member behaviour; mixed and composite

structures; global behaviour

Session 6: Connection behaviour II

Session 7: Global behaviour II

Session 8: Mixed and composite structures I

Session 9: Global behaviour III

Session 10: Performance-based design

Session 11: Connection behaviour III

Session 12: Global behaviour IV

Session 13: Strengthening, repair, and monitoring

Session 14: Analytical and experimental methods; global

behaviour

Session 15: Member behaviour I

Session 16: Performance-based design; passive, semi- and

active control

Session 17: Seismic, wind, and exceptional loads

Session 18: Analytical and experimental methods

Session 19: Seismic, wind and exceptional loads; passive

control

Session 20: Analytical and experimental methods; connection

behaviour

Session 21: Codification; design and fabrication; material

behaviour;

Session 22: Member behaviour II

Damage-free seismic-resistant self-centering steel concentrically-braced framesD. Roke, R. Sause, J.M. Ricles & N. GonnerPresented 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 specimenK. Kasai, S. Motoyui, H. Ito, H. Ozaki, M. Ishii, K. Kajiwara & T. HikinoPresented by: K. Kasai

The structural response of submerged floating tunnel to multi-support seismic excitationsG. Martire, M. Esposto, B. Faggiano, F.M. Mazzolani, R. Landolfo, A. Zollo & T.A. StabilePresented by: F.M. Mazzolani

Behaviour of heavy sections welded moment connectionsA. Plumier, C. Lequesne, H. Degée, A. Bannister & W. HoelblingPresented by: A. Plumier


Keynote lectures

Seismic response of 2D and 3D buildings incorporating buckling-restrained and self-centering bracing systemsH. Choi, J. Erochko, C. Christopoulos & R. Tremblay

Performance based evaluation of steel special moment resisting frames with viscous dampersH. Kit Miyamoto, A.S. Gilani & A. Wada

A framework for hybrid simulation of semi-rigid steel framesH.N. Mahmoud & A.S. Elnashai

Experimental performance of full-scale eccentrically braced frames with replaceable shear linksN. Mansour, C. Christopoulos & R. Tremblay

Experimental assessment of the seismic performance of a self-centering steel MRF system with beam web friction devicesY.C. Lin, J.M. Ricles, R. Sause & C.Y. Seo

Large-scale real-time hybrid simulation of steel MRFs equipped with compressed elastomer dampersT.L. Karavasilis, C. Chen, J.M. Ricles & R. Sause

Innovative bracing system for seismic resistant steel structuresO. Palkopoulou, P. Karydakis & I. Vayas

Experiences of design, fabrication and installation of TV towers with concrete shaft and head steel structuresM.R. Eslami, B. Haghighi & F. Rahiminia


Session 1: Advanced steel structures and testing methods

Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table part 2: preliminary analysis resultsK. 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 andbeam-column subassembliesY. Ooki, K. Kasai, S. Motoyui, K. Kaneko, K. Kajiwara & T. Hikino

Seismic design and evaluation of steel MRFs with compressed elastomer dampersT.L. Karavasilis, R. Sause & J.M. Ricles

Performance assessment of buckling-restrained braced frame dual systemsC. Ariyaratana & L.A. Fahnestock

Test of two story steel frames installing viscous wall damperT. Sawada, K. Nagashima, M. Ikenaga, S. Nagata, K. Suzuki & A. Wada


Session 2: Passive, semi- and active control

Full scale shaking table collapse experiment on 4-story steel moment frame: part 1 outline of the experimentS. 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 behaviorK. 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 frameT. 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 wallsF. Dinu, D. Dubina & C. Neagu

Cyclic performance of full-scale two-story narrow steel plate shear wallsC.H. Li, K.C. Tsai & C.H. Lin


Session 3: Global behaviour I

Qualification of beam to column connections of cold formed steel shapesG.F. Valencia-Clement

Effects of gauge distance of angle on moment-rotation behavior of top- and seat-angle connectionsN. 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 boltsA. Nomoto, K. Ebato & Y. Harada

Ultimate behaviour of dissipative T-stub connectionsM. Latour & G. Rizzano

Experimental studies on steel and steel concrete composite joints under symmetrical and asymmetrical loadsD. Dan, V. Stoian, T. Nagy Gyorgy & I. Demeter

Collaborative substructure pseudo dynamic test on building with new column-basesH. Tamai, T. Takamatsu, T. Yamanishi & M. Tada


Session 4: Connection behaviour I

Failure assessment of bracing members under cyclic loadingK.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 strengthY. 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 framesC. Amadio, M. Bella, V. Bertoni & L. Macorini

Dynamic behaviour of cold-formed steel structures under seismic loadsB. Calderoni, C. Giubileo & A. De Martino

Investigations on the effect of frame member connection rigidity on the behavior of steel plate shear wall systemsM. Dastfan & R.G. Driver

Seismic vulnerability of RC structures integrated with metal shear panels: a study caseA. Formisano, F.M. Mazzolani & G. De Matteis


Session 5: Member behaviour; mixed and composite structures;global behaviour

Shear lugs for column basesC. Aguirre & I. Palma

Structural behaviour of tension type high strength bolted connection between web plate of wide flange section and split-TK. Ebato, Y. Harada & A. Nomoto

Behavior of exposed column-base exhibiting spindle-type restoring force characteristicsT. Watanabe, H. Kadoya, T. Hagino, T. Nakano, H. Masuda & K. Morita

Cyclic test of new steel structure with metallic dampersY.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 prequalificationE.G. Hantouche, G.A. Rassati & J.A. Swanson


Session 6: Connection behaviour II

Partial frame testing of a sustainable building steel structure systemM. Iwata & Y. Shima

New criteria for taking account of P-∆ effects in seismic design of steel structureJ.M. Aribert & H.T. Vu

Influence of the brace overstrength on the seismic behavior of chevron braced framesM. Bosco, E.M. Marino & P.P. Rossi

Effect of gravity columns on mitigation of story drift concentration for concentrically braced steel framesX. Ji, M. Kato, T. Wang, T. Hitaka & M. Nakashima

Improvement of seismic behavior of concentrically braced frames making use of fuse elements in brace membersA. Rezaeian, R. Izadifar & S. Sharifi Pirkoohi


Session 7: Global behaviour II

A study on the connection of concrete filled steel tubes (CFT) with built-in steel barsQ.Y. Qiao, A. Kawano, A. Nawa, K. Kutani & T. Shirakawa

Improving the seismic robustness of reinforced concrete frames by using locally hybrid steel-concrete columnsH. Degée & A. Plumier

Experimental analysis of the cyclic response of CFT-SHS membersF. Iannone, L. Mastrandrea, R. Montuori & V. Piluso

Experimental behavior of composite beam-column flush end plate connections subjected to low probability, high consequence loadingO. Mirza, B. Uy, P. Chalhoub & D. Maenpaa

Numerical analysis on composite steel concrete structural shear walls with steel encased profilesA. Fabian, V. Stoian & D. Dan

Analytical investigation of through plate connection to concrete filled tube (CFT) columnY.B. Minouei, R. Mirghaderi & S. Ahlehagh


Session 8: Mixed and composite structures I

Incremental dynamic analysis of multi-storey concentrically braced steel framesL. Tirca & R. Tremblay

Relationship between global and local indicators of the performance of eccentrically braced frames under seismic loadsS. Koboevic´, J. Rozon & R. Tremblay

Optimal design of eccentrically braced frames with vertical link (V-EBFs) in order to maximize energy dissipationF. Hamedi, S. Taherkhani & A.R. Rezaeian

Plastic limit analysis of self-centering steel moment resisting framesP. Rojas, M. Caballero, J.M. Ricles & R. Sause

A design procedure for dual eccentrically braced-moment resisting systems: theoryM. Bosco, A. Ghersi & P.P. Rossi

A design procedure for dual eccentrically braced-moment resisting systems: numerical investigationM. Bosco & P.P. Rossi


Session 9: Global behaviour III


Session 10: Performance-based design

Modeling of component deterioration for collapse prediction of steel moment framesD.G. Lignos, H. Krawinkler & F. Zareian

Seismic performance evaluation of moment-resisting steel frames with different levels of ductilityH. Daneshvar & R.G. Driver

Evaluation of design procedure for steel self-centering moment framesG. Herning, M.E. Moreyra Garlock & E.H. Vanmarcke

A new hybrid method for seismic design of steel building framesT.L. Karavasilis, N. Bazeos & D.E. Beskos

Seismic design of steel structures using modal strength reduction (behavior) factorsG.A. Papagiannopoulos & D.E. Beskos

Performance of dual-steel connections of high strength components under monotonic and cyclic loadingD. Dubina, D. Grecea, A. Stratan & N. Muntean

Mechanical identification of PTED beam-to-column connections according to Eurocode 3M. Esposto, B. Faggiano & F.M. Mazzolani

Experimental and numerical studies of moment resisting frames with replaceable linksY. Shen, C. Christopoulos, N. Mansour & R. Tremblay

Welded tubular column to H-beam connections: three dimensional cyclic testsW. Wang, Y.Y. Chen, W.Q. Li & X. Chen

Reduction of residual story drift of moment resisting frame using self-centering column basesM. Ikenaga, M. Nakashima & T. Nagae

Seismic assessment of early steel buildings with riveted connections in NZM. Naderi


Session 11: Connection behaviour III

Estimation of increasing response of steel frame after fracture of structural member under strong earthquake ground motionsJ. Iyama

Available ductility of RBS steel structures—comparative studiesP. Alexa, H. Mociran & Ioana Ladar

The effect of panel zone rigidity on behavior of tall buildings with tubular steel moment-frame systemsF. Abedi-Nik

Energy-based method in seismic design of eccentrically braced framesS.R. Mirghaderi, Sh. Dastmalchi & S.M. Zahrai

Energy-based damage model for MDOF steel structuresE. Bojórquez, A. Reyes-Salazar, A. Terán-Gilmore & S.E. Ruiz

Seismic analysis and design approaches for crane-supporting steel structuresJ. Richard, R. Tremblay, S. Koboevic´ & R.A. MacCrimmon

Limit state evaluation for container cranes constructed of stiffened steel box stub-columnsB. Kosbab, R.T. Leon & R. DesRoches


Session 12: Global behaviour IV

Seismic upgrade of existing semi-continuous steel frames: a comparison between the use of concentric steel braces and viscoelasticdissipative systemsC. Amadio, M. Bella & L. Macorini

On the use of metal shear panels for seismic retrofitting of RC frames: experimental and numerical investigationG. De Matteis, A. Formisano & F.M. Mazzolani

Seismic performance improvement of existing steel buildings by rocking structural systemT. Azuhata, T. Ishihara, M. Midorikawa, T. Miyake & K. Matsumoto

Vulnerability of the Greek telecommunications network infrastructureI. Vayas, M. Papageorgiou, I. Hatzinikolis & A. Avloniti

Effects of rigidity of column base on seismic performance of steel moment frame retrofitted with buckling restrained bracesH. Asada, S. Kishiki & S. Yamada

“All-steel” buckling-restrained braces for seismic upgrading of existing reinforced concrete buildingsM. D’Aniello, G. Della Corte & F.M. Mazzolani

Experimental tests on full scale RC frames retrofitted with buckling restrained bracesL. Di Sarno & G. Manfredi


Session 13: Strengthening, repair, and monitoring

A phenomenological model for the prediction of the hysteretic response of structural components to seismic loadsR. Chalasani, G.A. Rassati, P.N.N.S. Kumar & A. Kukreti

Prediction of crack formation at steel welded beam-to-column joints under cyclic loadingV. Karlos, A. Spiliopoulos & I. Vayas

Yield surface applications for nonlinear dynamic analysis of steel framesK. Ozakgul

Column over-design factor requirements of steel frame structures for specific reliability levelsW.C. Pu, K. Kasai & Y.G. Zhao

Experimental seismic testing of a controlled rocking bridge steel truss pierM. Pollino & M. Bruneau

Shaking table test of beam-end damper frame using E-defense multipurpose test-bedT. 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 areasM.H. Sayyas & S.R. Mirghaderi


Session 14: Analytical and experimental methods; global behaviour

Seismic behavior of steel shear plates stiffened by wood panelsT. Hitaka, M. Nakashima, M. Ito & Y. Murata

Potentially plastic zone details in columns in eccentrically braced framesH. Köber & B. Stefanescu

The elasto-plastic response of steel structural members subject to earthquakeP. Broz, P. Marek & L. Václavek

Panel zone performance in a weak panel-type moment frame consisting of a composite beam and a square hollow section columnY. Shimada, S. Kishiki, S. Yamada, Y. Matsuoka & K. Suita

Dynamic shear tests of low-yield steel panel dampers for bridge bearingT. Aoki, J. Dang, C. Zhang, T. Takaku & Y. Fukumoto

Numerical simulation of the cyclic inelastic behaviour of buckling restrained bracesA. Korzekwa & R. Tremblay

A new design equation developed from Eurocode 4-2004 for concrete filled steel tubesZ.H. Lu & Y.G. Zhao

Seismic design procedures for centrically braced framesH. Köber & B. Stefanescu


Session 15: Member behaviour I

Improved seismic design procedure for steel moment framesA. Villani, J.M. Castro & A.Y. Elghazouli

Proposal for increasing the ductility of steel structuresV. Gioncu, M. Mosoarca & B.A. Anastasiadis

Displacement-based seismic design of SDOF concentrically braced framesJ. Goggins & T. Sullivan

Plastic design of dissipative truss moment framesA. Longo, R. Montuori & V. Piluso

Study on seismic behavior of simple-connected steel frame with buckling restrained bracesD.Z. Hu, G.Q. Li, S.W. Chen & F.F. Sun

Improving seismic performance of steel structures due to near-fault earthquake susing hybrid damping systemS.M. Zahrai & A. Tokhmpash

Accuracy of nonlinear static procedures for estimating the seismic performance of steel frame structuresM. Ferraioli, A. Lavino, A.M. Avossa & A. Mandara


Session 16: Performance-based design; passive, semi- and activecontrol

Influence of connection capacity on the behavior of floor systems under realistic fire loadingG.A. Cedeno & A.H. Varma

Design of a large scale shake table experiment on a port container craneL.D. Jacobs, R. DesRoches & R.T. Leon

Wind action on bridges: dynamics and aero-elastics phenomena. The bridge over the Strait of MessinaG. Russo, O. Bergamo, L. Damiani & M. Cappellari

Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenariosF. Dinu & D. Dubina

FEM analysis of atmospheric tanks under seismic excitationA. Di Carluccio, G. Fabbrocino & G. Manfredi

Leak proofness of unanchored storage tanks subjected to earthquake loading—experience and simulationsM. Wasicek & F.D. Fischer

Seismic behaviour of steel storage racking systemsC.A. Castiglioni, P. Carydis, P. Negro, L. Calado, H. Degée & I. Rosin


Session 17: Seismic, wind, and exceptional loads

Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigationC. Chen, J.M. Ricles, R. Sause, T.L. Karavasilis & Y. Chae

OpenSees modeling of the inelastic seismic response of steel roof deck diaphragmsK. Shrestha, J. Franquet, C.A. Rogers & R. Tremblay

Seismic design and assessment of steel structures based on rigid-plastic response history analysisC. Málaga-Chuquitaype, A.Y. Elghazouli & R. Bento

Influence of ground motion characteristics on the seismic response of single and multi degree of freedom steel framed systemsM. Kumar, J.M. Castro & A.Y. Elghazouli

Numerical modeling of steel frames with concrete slab and its evaluationS. Motoyui, S. Sakai & K. Kasai

Optimized distribution of strength in tall buckling-restrained brace framesG.T. Oxborrow & P. Richards


Session 18: Analytical and experimental methods

Design concept for composite members subjected to impact and blast loadsM. Gündel & B. Hoffmeister

Robustness based design of new and existing steel structuresA. Formisano, A. Marzo & F.M. Mazzolani

Capacity design to provide seismic performance and resistance to exceptional actionsB. Hoffmeister

Simplified analytical modeling of compact pure aluminum shear panelsG. Brando, G. De Matteis & F.M. Mazzolani

Multi-hazard resistant steel plate shear wall bridge pier conceptD. Keller & M. Bruneau

Design approach for the seismic strengthening of an existing RC building with buckling restrained bracesL. Di Sarno & G. Manfredi


Session 19: Seismic, wind and exceptional loads; passive control

Development of analytical models for 0.6 scale self-centering MRF with beam web friction devicesC.Y. Seo, Y.C. Lin, R. Sause & J.M. Ricles

Some recent New Zealand research on seismic steel structuresG.A. MacRae, G.C. Clifton & J.W. Butterworth

A responsive modal identification and wireless sensing platform for quasi-realtime earthquake monitoring of long-span bridgesS.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 connectionsK. Sawada, A. Matsuo, N. Kitahara, H. Kato, T. Takamatsu & H. Tamai

Seismic behavior of weak-axis beam-column connectionsS. Setia, C.V.R. Murty & V.K. Sehgal

Experimental and numerical investigation of a new reduced beam section moment connectionS.R. Mirghaderi, S. Torabian & A. Imanpour

Design and behavior of welded T-stubs for DST connectionsR.A. Herrera, G. Gomez & M. Sarrazin


Session 20: Analytical and experimental methods; connectionbehaviour

The AISC seismic provisions: summary of the 2005 edition and update on changes for 2010J.O. Malley

Seismic reduction factors for equivalent static design of braced framesT. Wang, M. Kato, X. Ji, T. Hitaka & M. Nakashima

Displacement-based performance assessment of steel moment resisting framesM. Ferraioli, A. Lavino, A.M. Avossa & A. Mandara

Seismic analysis of sheathing-braced cold-formed steel structuresL. Fiorino, O. Iuorio & R. Landolfo

Analysis and design requirements of BRBF in ArgentinaG.L. Palazzo & F.J. Crisafulli

Study on the residual deformation capacity of plastically strained steelY. Matsumoto

Conventional steel constructions for the performance-based earthquake retrofit of low-rise school buildingsF. Pina, T. White, G. Taylor & C. Ventura


Session 21: Codification; design and fabrication; materialbehaviour; performance-based design

Floor diaphragm design of steel self-centering moment framesM.E. Moreyra Garlock, J. Li & E.H. Vanmarcke

Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces with a replaceable coreC.C. Chou & S.Y. Chen

Plastic shear overstrength of short links with axial restraintsG. Della Corte, M. D’Aniello & F.M. Mazzolani

Study of energy dissipation capacity of steel beams under cyclic loadingY. Jiao, Y. Shimada, S. Kishiki & S. Yamada

Seismic design of boundary frame members of steel plate shear wallsB. Qu & M. Bruneau

Preliminary results of an experimental program on the cyclic response and rotation capacity of steel membersM. Brescia, R. Landolfo, O. Mammana, F. Iannone, V. Piluso & G. Rizzano


Session 22: Member behaviour II

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