ABSTRACT
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 bas
TABLE OF CONTENTS
part |2 pages
Keynote lectures
chapter |8 pages
Damage-free seismic-resistant self-centering steel concentrically-braced frames
D. Roke, R. Sause, J.M. Ricles & N. Gonner
chapter |8 pages
Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 1: Test concept, method, and building specimen
K. Kasai & S. Motoyui H. Ozaki & M. Ishii
chapter |8 pages
The structural response of Submerged Floating Tunnel to multi-support seismic excitations
G. Martire, M. Esposto, B. Faggiano & F.M. Mazzolani R. Landolfo
chapter |6 pages
Behaviour of heavy sections welded moment connections
A. Plumier, C. Lequesne & H. Degée A. Bannister W. Hoelbling
part |2 pages
Session 1: Advanced steel structures and testing methods
chapter |8 pages
Seismic response of 2D and 3D buildings incorporating buckling-restrained and self-centering bracing systems
H. Choi J. Erochko & C. Christopoulos
chapter |8 pages
Performance based evaluation of steel special moment resisting frames with viscous dampers
H. Kit Miyamoto Amir S. Gilani
chapter |6 pages
Experimental performance of full-scale eccentrically braced frames with replaceable shear links
Nabil Mansour & Constantin Christopoulos Robert Tremblay
chapter |6 pages
Experimental assessment of the seismic performance of a self-centering steel MRF system with beam web friction devices
Ying-Cheng Lin, James Ricles, Richard Sause & Choung-Yeol Seo
chapter |6 pages
Large-scale real-time hybrid simulation of steel MRFs equipped with compressed elastomer dampers
Theodore L. Karavasilis, Cheng Chen, James M. Ricles & Richard Sause
chapter |6 pages
Experiences of design, fabrication and installation of TV towers with concrete shaft and head steel structures
M.R. Eslami B. Haghighi
part |2 pages
Session 2: Passive, semi- and active control
chapter |8 pages
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
part |2 pages
Session 3: Global behaviour I
chapter |6 pages
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
chapter |6 pages
Full scale shaking table collapse experiment on 4-story steel moment frame: Part 2 detail of collapse behavior
Keiichiro Suita Satoshi Yamada, Kazuhiko Kasai & Yuko Shimada
chapter |8 pages
Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frame
T. Hikino M. Ohsaki
chapter |6 pages
Cyclic performance of full-scale two-story narrow steel plate shear walls
Chao-Hsien Li Keh-Chyuan Tsai
part |2 pages
Session 4: Connection behaviour I
chapter |8 pages
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
part |2 pages
Session 5: Member behaviour; mixed and composite structures; global behaviour
part |2 pages
Session 6: Connection behaviour II
chapter |8 pages
Structural behaviour of tension type high strength bolted connection between web plate of wide flange section and split-T
K. Ebato Y. Harada
chapter |8 pages
Behavior of exposed column-base exhibiting spindle-type restoring force characteristics
T. Watanabe & H. Kadoya T. Hagino
chapter |4 pages
Cyclic test of new steel structure with metallic dampers
Y.J. Kim & S.D. Kim S.H. Oh H.S. Ryu
part |2 pages
Session 7: Global behaviour II
part |2 pages
Session 8: Mixed and composite structures I
chapter |6 pages
Analytical investigation of through plate connection to Concrete Filled Tube (CFT) column
Yasaman Balazadeh Minouei, Rasoul Mirghaderi & Sanaz Ahlehagh
part |2 pages
Session 9: Global behaviour III
chapter |6 pages
Optimal design of eccentrically braced frames with vertical link (V-EBFs) in order to maximize energy dissipation
F. Hamedi A.R. Rezaeian
chapter |6 pages
Plastic limit analysis of self-centering steel moment resisting frames
P. Rojas M. Caballero
part |2 pages
Session 10: Performance-based design
part |2 pages
Session 11: Connection behaviour III
part |2 pages
Session 12: Global behaviour IV
chapter |6 pages
The effect of panel zone rigidity on behavior of tall buildings with tubular steel moment-frame systems
Farhad Abedi-Nik
chapter |6 pages
Energy-based damage model for MDOF steel structures
E. Bojórquez & A. Reyes-Salazar A. Terán-Gilmore
part |2 pages
Session 13: Strengthening, repair, and monitoring
chapter |6 pages
Seismic performance improvement of existing steel buildings by rocking structural system
T. Azuhata & T. Ishihara M. Midorikawa
part |2 pages
Session 14: Analytical and experimental methods; global behaviour
chapter |6 pages
Column over-design factor requirements of steel frame structures for specific reliability levels
W.C. Pu Y.G. Zhao
chapter |8 pages
Shaking table test of beam-end damper frame using E-defense multipurpose test-bed
T. Takeuchi, K. Kasai, S. Kishiki & H. Ando M. Midorikawa
part |2 pages
Session 15: Member behaviour I
chapter |6 pages
Seismic behavior of steel shear plates stiffened by wood panels
T. Hitaka M. Ito & Y. Murata M. Nakashima
chapter |6 pages
Potentially plastic zone details in columns in eccentrically braced frames
Helmuth Köber & Bogdan S¸tef a˘nescu
chapter |6 pages
The elasto-plastic response of steel structural members subject to earthquake
P. Brož P. Marek
chapter |6 pages
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
chapter |6 pages
Dynamic shear tests of low-yield steel panel dampers for bridge bearing
T. Aoki, J. Dang & C. Zhang T. Takaku
chapter |6 pages
Seismic design procedures for centrically braced frames
Helmuth Köber & Bogdan S¸tefa˘nescu
part |2 pages
Session 16: Performance-based design; passive, semi- and active control
chapter |8 pages
Study on seismic behavior of simple-connected steel frame with buckling restrained braces
Hu Da-Zhu, Li Guo-Qiang, Chen Su-Wen & Sun Fei-Fei
part |2 pages
Session 17: Seismic, wind, and exceptional loads
chapter |6 pages
Wind action on bridges: Dynamics and aero-elastics phenomena. The bridge over the Strait of Messina
G. Russo O. Bergamo
chapter |8 pages
Seismic behaviour of steel storage racking systems
C.A. Castiglioni P. Carydis P. Negro
part |2 pages
Session 18: Analytical and experimental methods
chapter |8 pages
Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigation
Cheng Chen, James M. Ricles, Richard Sause, Theodore L. Karavasilis & Yunbyeong Chae
chapter |6 pages
Influence of ground motion characteristics on the seismic response of single and multi degree of freedom steel framed systems
M. Kumar J.M. Castro
part |2 pages
Session 19: Seismic, wind and exceptional loads; passive control
part |2 pages
Session 20: Analytical and experimental methods; connection behaviour
chapter |6 pages
Development of analytical models for 0.6 scale self-centering MRF with beam web friction devices
Choung-Yeol Seo, Ying-Cheng Lin, Richard Sause & James Ricles
chapter |6 pages
A responsive modal identification and wireless sensing platform for quasi-realtime earthquake monitoring of long-span bridges
Shamim N. Pakzad Liang Cheng
chapter |6 pages
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
chapter |6 pages
Seismic behavior of weak-axis beam-column connections
Saraswati Setia C.V.R. Murty V.K. Sehgal
part |2 pages
Session 21: Codification; design and fabrication; material behaviour; performance-based design
chapter |6 pages
The AISC seismic provisions: Summary of the 2005 edition and update on changes for 2010
James O. Malley
chapter |8 pages
Seismic reduction factors for equivalent static design of braced frames
Tao Wang Mikiko Kato
chapter |6 pages
Conventional steel constructions for the performance-based earthquake retrofit of low-rise school buildings
Freddy Pina Tim White
part |2 pages
Session 22: Member behaviour II
chapter |6 pages
Study of energy dissipation capacity of steel beams under cyclic loading
Yu Jiao, Yuko Shimada, Shoichi Kishiki & Satoshi Yamada
