1st Edition
Behaviour of Steel Structures in Seismic Areas STESSA 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.
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 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. Bojórquez, A. Reyes-Salazar, A. Terán-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. Köber & B. S¸tef ˘anescu
The elasto-plastic response of steel structural members subject to earthquake
P. Brož, P. Marek & L. Václavek
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. Köber & B. S¸tefa˘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. Degée & 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. 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 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. Gündel & 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
Biography
Mazzolani, Federico ; Ricles, James M. ; Sause, Richard