Preface ........................................................ XV
Organization ................................................. XVII
Keynote lectures
Damage-free seismic-resistant self-centering steel
concentrically-braced frames .................................... 3
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 .............................. 19
G. Martire, M. Esposto, B. Faggiano, E.M. Mazzolani,
R. Landolfo, A. Zollo & T.A. Stabile Presented by:
E.M. Mazzolani
Behaviour of heavy sections welded moment connections .......... 27
A. Plumier, С 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 ......... 35
H. Choi, J. Erochko, C. Christopoulos & R. Tremblay
Performance based evaluation of steel special moment
resisting frames with viscous dampers .......................... 43
H. Kit Miyamoto, A.S. Gilani & A. Wada
A framework for hybrid simulation of semi-rigid steel frames ... 51
H.N. Mahmoud & A.S. Elnashai
Experimental performance of full-scale eccentrically braced
frames with replaceable shear links ............................ 55
N. Mansour, C. Christopoulos & R. Tremblay
Experimental assessment of the seismic performance of a self-
centering steel MRP system with beam web friction devices ...... 61
Y.C. Lin, J.M. Rides, R. Sause & C.Y. Seo
Large-scale real-time hybrid simulation of steel MRFs
equipped with compressed elastomer dampers ..................... 67
T.L. Karavasilis, C. Chen, J.M. Rides & R. Sause
Innovative bracing system for seismic resistant steel
structures ..................................................... 73
O. Palkopoulou, P. Karydakis & I. Vayas
Experiences of design, fabrication and installation of TV
towers with concrete shaft and head steel structures ........... 79
M.R. Eslami, B. Haghighi & E 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 ............................................... 87
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 ...................... 93
Y. Ooki, K. Kasai, S. Motoyui, К. Каnеkо, К. Kajiwara
& T. Hikino
Seismic design and evaluation of steel MRFs with compressed
elastomer dampers ............................................. 101
T.L. Karavasilis, R. Same & J.M. Rides
Performance assessment of buckling-restrained braced frame
dual systems .................................................. 109
C. Ariyaratana & L.A. Fahnestock
Test of two story steel frames installing viscous wall
damper ........................................................ 115
T. Sawada, K. Nagashima, M. Ikenaga, S. Nagata, K. Suzuki
& A. Wada
Session 3: Global behaviour
Full scale shaking table collapse experiment on 4-story
steel moment frame: part 1 outline of the experiment .......... 125
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 ........ 131
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 ............................... 137
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 ....................................... 145
F. Dinu, D. Dubina & C. Neagu
Cyclic performance of full-scale two-story narrow steel
plate shear walls ............................................. 153
C.H. Li, K.C. Tsai & C.H. Lin
Session 4: Connection behaviour
Qualification of beam to column connections of cold formed
steel shapes .................................................. 161
G.F. Valencia-Clement
Effects of gauge distance of angle on moment-rotation
behavior of top- and seat-angle connections ................... 167
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 ................................................ 173
A. Nomoto, K. Ebato & Y. Harada
Ultimate behaviour of dissipative T-stub connections .......... 181
M. Latour & G. Rizzano
Experimental studies on steel and steel concrete composite
joints under symmetrical and asymmetrical loads ............... 187
D. Dan, V. Stoian, T. Nagy Gyorgy & I. Demeter
Collaborative substructure pseudo dynamic test on building
with new column-bases ......................................... 195
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 .... 203
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 ...................................................... 209
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 ............. 217
С. Atnadio, M. Bella, V. Bertoni & L. Macorini
Dynamic behaviour of cold-formed steel structures under
seismic loads ................................................. 225
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 .... 231
M. Dastfan & R.G. Driver
Seismic vulnerability of RC structures integrated with metal
shear panels: a study case .................................... 237
A. Formisano, E.M. Mazzolani & G. De Matteis
Session 6: Connection behaviour II
Shear lugs for column bases ................................... 247
С. Aguirre & I. Palma
Structural behaviour of tension type high strength bolted
connection between web plate of wide flange section and
split-T ....................................................... 255
K. Ebato, Y. Harada & A. Nomoto
Behavior of exposed column-base exhibiting spindle-type
restoring force characteristics ............................... 263
T. Watanabe, H. Kadoya, T. Hagino, T. Nakano, H. Masuda &
K. Morita
Cyclic test of new steel structure with metallic dampers ...... 271
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 .............................................. 275
E.G. Hantouche, G.A. Rassati & J.A. Swanson
Session 7: Global behaviour II
Partial frame testing of a sustainable building steel
structure system .............................................. 283
M. Iwata & Y. Shima
New criteria for taking account of P-A effects in seismic
design of steel structure ..................................... 291
J.M. Aribert & H.T. Vu
Influence of the brace overstrength on the seismic behavior
of chevron braced frames ...................................... 297
M. Bosco, E.M. Marino & P.P. Rossi
Effect of gravity columns on mitigation of story drift
concentration for concentrically braced steel frames .......... 303
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 ........... 311
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 ................................. 319
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 ......... 325
H. Degée & A. Plumier
Experimental analysis of the cyclic response of CFT-SHS
members ....................................................... 331
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 ........................................... 337
O. Mirza, B. Uy, P. Chalhoub & D. Maenpaa
Numerical analysis on composite steel concrete structural
shear walls with steel encased profiles ....................... 345
A. Fabian, V. Stoian & D. Dan
Analytical investigation of through plate connection to
concrete filled tube (CFT) column ............................. 351
Y.B. Minouei, R. Mirghaderi & S, Ahlehagh
Session 9: Global behaviour III
Incremental dynamic analysis of multi-storey concentrically
braced steel frames ........................................... 359
L. Tirca & R. Tremblay
Relationship between global and local indicators of the
performance of eccentrically braced frames under seismic
loads ......................................................... 367
S. Koboević, J. Rozon & R. Tremblay
Optimal design of eccentrically braced frames with vertical
link (V-EBFs) in order to maximize energy dissipation ......... 375
F. Hamedi, S. Taherkhani & A.R. Rezaeian
Plastic limit analysis of self-centering steel moment
resisting frames .............................................. 381
P. Rojas, M. Caballero, J.M. Rides & R. Sause
A design procedure for dual eccentrically braced-moment
resisting systems: theory ..................................... 387
M. Bosco, A. Ghersi & P.P. Rossi
A design procedure for dual eccentrically braced-moment
resisting systems: numerical investigation .................... 395
M. Bosco & P.P. Rossi
Session 10: Performance-based design
Modeling of component deterioration for collapse prediction
of steel moment frames ........................................ 403
D.G. Lignos, H. Krawinkler & F. Zareian
Seismic performance evaluation of moment-resisting steel
frames with different levels of ductility ..................... 411
H. Daneshvar & R.G. Driver
Evaluation of design procedure for steel self-centering
moment frames ................................................ 417
G. Herning, M.E. Moreyra Garlock & E.H. Vanmarcke
A new hybrid method for seismic design of steel building
frames ........................................................ 423
T.L. Karavasilis, N. Bazeos & D.E. Beskos
Seismic design of steel structures using modal strength
reduction (behavior) factors .................................. 429
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 ................. 437
D. Dubina, D. Grecea, A. Stratan & N. Muntean
Mechanical identification of PTED beam-to-column connections
according to Eurocode 3 ....................................... 443
M. Esposto, B. Faggiano & E.M. Mazzolani
Experimental and numerical studies of moment resisting
frames with replaceable links ................................. 449
Y. Shen, С. Christopoulos, N. Mansour & R. Tremblay
Welded tubular column to H-beam connections: three
dimensional cyclic tests ...................................... 457
W. Wang, Y.Y. Chen, W.Q. Li & X. Chen
Reduction of residual story drift of moment resisting frame
using self-centering column bases ............................. 465
M. Ikenaga, M. Nakashima & T. Nagae
Seismic assessment of early steel buildings with riveted
connections in NZ ............................................. 473
M. Naderi
Session 12: Global behaviour IV
Estimation of increasing response of steel frame after
fracture of structural member under strong earthquake
ground motions ................................................ 481
J. Fyama
Available ductility of RBS steel structures—comparative
studies ....................................................... 487
P. Alexa, H. Mociran & Ioana Ladar
The effect of panel zone rigidity on behavior of tall
buildings with tubular steel moment-frame systems ............. 493
F. Abedi-Nik
Energy-based method in seismic design of eccentrically
braced frames ................................................. 499
S.R. Mirghaderi, Sh. Dastmalchi & S.M. Zahrai
Energy-based damage model for MDOF steel structures ........... 505
E. Bojórquez, A. Reyes-Salazar, A. Terán-Gilmore &
S.E. Ruiz
Seismic analysis and design approaches for crane-supporting
steel structures .............................................. 511
J. Richard, R. Tremblay, S. Koboević & R.A.
MacCrimmon
Limit state evaluation for container cranes constructed of
stiffened steel box stub-columns .............................. 519
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 .............................. 527
C. Amadio, M. Bella & L. Macorini
On the use of metal shear panels for seismic retrofitting
of RC frames: experimental and numerical investigation ........ 535
G. De Matteis, A. Formisano & E.M. Mazzolani
Seismic performance improvement of existing steel buildings
by rocking structural system .................................. 543
T. Azuhata, T. Ishihara, M. Midorikawa, T. Miyake &
K. Matsumoto
Vulnerability of the Greek telecommunications network
infrastructure ................................................ 549
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 ........................................................ 555
H. Asada, S. Kishiki & S. Yamada
"All-steel" buckling-restrained braces for seismic upgrading
of existing reinforced concrete buildings ..................... 561
M. D'Aniello, G. Della Corte & E.M. Mazzolani
Experimental tests on full scale RC frames retrofitted with
buckling restrained braces .................................... 567
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 ......................................................... 575
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 .................... 581
V. Karlos, A. Spiliopoulos & I. Vayas
Yield surface applications for nonlinear dynamic analysis of
steel frames .................................................. 587
K. Ozakgul
Column over-design factor requirements of steel frame
structures for specific reliability levels .................... 595
W.C. Pu, K. Kasai & Y.G. Zhao
Experimental seismic testing of a controlled rocking bridge
steel truss pier .............................................. 601
M. Pollino & M. Bruneau
Shaking table test of beam-end damper frame using E-defense
multipurpose test-bed ......................................... 607
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 ................................................. 615
M.H. Sayyas & S.R. Mirghaderi
Session 15: Member behaviour I
Seismic behavior of steel shear plates stiffened by wood
panels ........................................................ 623
T. Hitaka, M. Nakashima, M. Ito & Y. Murata
Potentially plastic zone details in columns in eccentrically
braced frames ................................................. 629
H. Köber & B. Ştefănescu
The elasto-plastic response of steel structural members
subject to earthquake ......................................... 635
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 ........................................................ 641
Y. Shimada, S. Kishiki, S. Yamada, Y. Matsuoka & K. Suita
Dynamic shear tests of low-yield steel panel dampers for
bridge bearing ................................................ 647
T. Aoki, J. Dang, С. Zhang, T. Takaku & Y. Fukumoto
Numerical simulation of the cyclic inelastic behaviour of
buckling restrained braces .................................... 653
A. Korzekwa & R. Tremblay
A new design equation developed from Eurocode 4-2004 for
concrete filled steel tubes ................................... 659
Z.H. Lu & Y.G. Zhao
Seismic design procedures for centrically braced frames ....... 665
H. Köber & B. Ştefănescu
Session 16: Performance-based design; passive, semi- and
active control
Improved seismic design procedure for steel moment
frames .................................................... 673
A. Villani, J.M. Castro & A.Y. Elghazouli
Proposal for increasing the ductility of steel structures ..... 679
V. Gioncu, M. Mosoarca & B.A. Anastasiadis
Displacement-based seismic design of SDOF concentrically
braced frames ................................................. 685
J. Goggins & T. Sullivan
Plastic design of dissipative truss moment frames ............. 693
A. Longo, R. Montuori & V. Piluso
Study on seismic behavior of simple-connected steel frame
with buckling restrained braces ............................... 699
D.Z. Нu, G.Q. Li, S.W. Chen & F.F. Sun
Improving seismic performance of steel structures due to
near-fault earthquakes using hybrid damping system ............ 707
S.M. Zahrai & A. Tokhmpash
Accuracy of nonlinear static procedures for estimating
the seismic performance of steel frame structures ............. 713
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 .......................... 723
G.A. Cedeno & A.H. Varma
Design of a large scale shake table experiment on a port
container crane ............................................... 731
L.D. Jacobs, R. DesRoches & R.T. Leon
Wind action on bridges: dynamics and aero-elastics
phenomena. The bridge over the Strait of Messina .............. 735
G. Russo, O. Bergamo, L. Damiani & M. Cappellari
Robustness of seismic resistant multistory frame buildings
in case of accidental column loss scenarios ................... 741
F. Dinu & D. Dubina
FEM analysis of atmospheric tanks under seismic excitation .... 747
A. Di Carluccio, G. Fabbrocino & G. Manfredi
Leak proofness of unanchored storage tanks subjected to
earthquake loading-experience and simulations ................. 753
M. Wasicek & F.D. Fischer
Seismic behaviour of steel storage racking systems ............ 757
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 ..... 767
C. Chen, J.M. Rides, R. Sause, T.L. Karavasilis & Y. Chae
OpenSees modeling of the inelastic seismic response of steel
roof deck diaphragms .......................................... 775
K. Shrestha, J. Franquet, C.A. Rogers & R. Tremblay
Seismic design and assessment of steel structures based on
rigid-plastic response history analysis ....................... 781
С. 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 ....................................................... 787
M. Kumar, J.M. Castro & A.Y Elghazouli
Numerical modeling of steel frames with concrete slab and
its evaluation ................................................ 793
S. Motoyui, S. Sakai & K. Kasai
Optimized distribution of strength in tall buckling-
restrained brace frames ....................................... 801
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 ............................................... 809
M. Gündel & B. Hoffmeister
Robustness based design of new and existing steel
structures .................................................... 815
A. Formisano, A. Marzo & F.M. Mazzolani
Capacity design to provide seismic performance and
resistance to exceptional actions ............................. 823
B. Hoffmeister
Simplified analytical modeling of compact pure aluminum
shear panels .................................................. 829
G. Brando, G. De Matteis & E.M. Mazzolani
Multi-hazard resistant steel plate shear wall bridge pier
concept ....................................................... 835
D. Keller & M. Bruneau
Design approach for the seismic strengthening of an existing
RC building with buckling restrained braces ................... 841
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 .................. 849
С.Y. Seo, Y.C. Lin, R. Sause & J.M. Ricles
Some recent New Zealand research on seismic steel
structures .................................................... 855
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 .................................................. 861
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 ................................................... 867
K. Sawada, A. Matsuo, N. Kitahara, H. Kato, T. Takamatsu
& H. Tamai
Seismic behavior of weak-axis beam-column connections ......... 873
S. Setia, С.V.R. Murty & V.K. Sehgal
Experimental and numerical investigation of a new reduced
beam section moment connection ................................ 879
S.R. Mirghaderi, S. Torabian & A. Imanpour
Design and behavior of welded T-stubs for DST connections ..... 885
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 ................................ 893
J.O. Malley
Seismic reduction factors for equivalent static design of
braced frames ................................................. 899
T. Wang, M. Kato, X. Ji, T. Hitaka & M. Nakashima
Displacement-based performance assessment of steel moment
resisting frames .............................................. 907
M. Ferraioli, A. Lavino, A.M. Avossa & A. Mandara
Seismic analysis of sheathing-braced cold-formed steel
structures .................................................... 913
L. Fiorino, O. luorio & R. Landolfo
Analysis and design requirements of BRBF in Argentina ......... 919
G.L. Palazzo & F.J. Crisafulli
Study on the residual deformation capacity of plastically
strained steel ................................................ 925
Y. Matsumoto
Conventional steel constructions for the performance-based
earthquake retrofit of low-rise school buildings .............. 931
F. Pina, T. White, G. Taylor & C. Ventura
Session 22: Member behaviour II
Floor diaphragm design of steel self-centering moment frames .. 939
M.E. Moreyra Garlock, J. Li & E.H. Vanmarcke
Subassemblage tests and finite element analyses of sandwiched
buckling-restrained braces with a replaceable core ............ 945
C.C. Chou & S.Y. Chen
Plastic shear overstrength of short links with axial
restraints .................................................... 953
G. Delia Corte, M. D'Aniello & F.M. Mazzolani
Study of energy dissipation capacity of steel beams under
cyclic loading ................................................ 959
Y. Jiao, Y. Shimada, S. Kishiki & S. Yamada
Seismic design of boundary frame members of steel plate shear
walls ......................................................... 965
B. Qu & M. Bruneau
Preliminary results of an experimental program on the cyclic
response and rotation capacity of steel members ............... 971
M. Brescia, R. Landolfo, O. Mammana, F. Iannone, V. Piluso
& G. Rizzano
Author index .................................................. 977
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