简介
Behaviour of Steel Structures in Seismic Areascomprises 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 ... more 籶erformance 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. ?less
目录
Front Matter
Chapter 1. Damage-free seismic-resistant self-centering steel concentrically-braced frames
J. M. Ricles, D. Roke, N. Gonner, R. Sause
Chapter 2. Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 1
S. Motoyui, T. Hikino, M. Ishii, H. Ito, H. Ozaki, K. Kasai, K. Kajiwara
Chapter 3. The structural response of Submerged Floating Tunnel to multi-support seismic excitations
B. Faggiano, F. M. Mazzolani, G. Martire, R. Landolfo, A. Zollo, T. A. Stabile, M. Esposto
Chapter 4. Behaviour of heavy sections welded moment connections
A. Bannister, W. Hoelbling, C. Lequesne, H. Deg茅e, A. Plumier
Chapter 5. Seismic response of 2D and 3D buildings incorporating buckling-restrained and self-centering bracing systems
J. Erochko, H. Choi, C. Christopoulos, R. Tremblay
Chapter 6. Performance based evaluation of steel special moment resisting frames with viscous dampers
Akira Wada, H. Kit Miyamoto, Amir S. Gilani
Chapter 7. A framework for hybrid simulation of semi-rigid steel frames
H. N. Mahmoud, A. S. Elnashai
Chapter 8. Experimental performance of full-scale eccentrically braced frames with replaceable shear links
Robert Tremblay, Constantin Christopoulos, Nabil Mansour
Chapter 9. Experimental assessment of the seismic performance of a self-centering steel MRF system with beam web friction devices
James Ricles, Ying-Cheng Lin, Choung-Yeol Seo, Richard Sause
Chapter 10. Large-scale real-time hybrid simulation of steel MRFs equipped with compressed elastomer dampers
Theodore L. Karavasilis, Richard Sause, James M. Ricles, Cheng Chen
Chapter 11. Innovative bracing system for seismic resistant steel structures
I. Vayas, P. Karydakis, O. Palkopoulou
Chapter 12. Experiences of design, fabrication and installation of TV towers with concrete shaft and head steel structures
M. R. Eslami, F. Rahiminia, B. Haghighi
Chapter 13. Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 2
S. Motoyui, T. Hikino, Y. Ooki, H. Ito, K. Kasai, E. Sato
Chapter 14. Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 3
S. Motoyui, T. Hikino, Y. Ooki, K. Kaneko, K. Kasai, K. Kajiwara
Chapter 15. Seismic design and evaluation of steel MRFs with compressed elastomer dampers
J. M. Ricles, T. L. Karavasilis, R. Sause
Chapter 16. Performance assessment of buckling-restrained braced frame dual systems
C. Ariyaratana, L. A. Fahnestock
Chapter 17. Test of two story steel frames installing Viscous Wall Damper
S. Nagata, M. Ikenaga, A. Wada, K. Nagashima, T. Sawada, K. Suzuki
Chapter 18. Full scale shaking table collapse experiment on 4-story steel moment frame
M. Tada, K. Suita, Y. Matsuoka, S. Yamada, K. Kasai, Y. Shimada
Chapter 19. Full scale shaking table collapse experiment on 4-story steel moment frame
Keiichiro Suita, Yuko Shimada, Motohide Tada, Yuichi Matsuoka, Satoshi Yamada, Kazuhiko Kasai
Chapter 20. Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frame
M. Ohsaki, T. Hikino, K. Kasai, M. Nakashima
Chapter 21. 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
Chapter 22. Cyclic performance of full-scale two-story narrow steel plate shear walls
Keh-Chyuan Tsai, Chih-Han Lin, Chao-Hsien Li
Chapter 23. Qualification of beam to column connections of cold formed steel shapes
G. F. Valencia-Clement
Chapter 24. Effects of gauge distance of angle on moment-rotation behavior of top- and seat-angle connections
W. F. Chen, M. Komuro, N. Kishi, Y. Sato
Chapter 25. Structural behavior of steel framework with knee brace in H-section weak axis column-to-beam connection with high-strength bolts
Y. Harada, K. Ebato, A. Nomoto
Chapter 26. Ultimate behaviour of dissipative T-stub connections
M. Latour, G. Rizzano
Chapter 27. Experimental studies on steel and steel concrete composite joints under symmetrical and asymmetrical loads
T. Nagy Gyorgy, I. Demeter, D. Dan, V. Stoian
Chapter 28. Collaborative substructure pseudo dynamic test on building with new column-bases
T. Yamanishi, M. Tada, T. Takamatsu, H. Tamai
Chapter 29. Failure assessment of bracing members under cyclic loading
A. Y. Elghazouli, K. H. Nip, L. Gardner
Chapter 30. Bending shear behavior of shear yield precedence short-span beam Part 3
Y. Harada, N. Tanaka, S. Yoshikai, K. Morita, Y. Sawamoto, A. Hotaka
Chapter 31. Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite frames
V. Bertoni, M. Bella, L. Macorini, C. Amadio
Chapter 32. Dynamic behaviour of cold-formed steel structures under seismic loads
A. De Martino, C. Giubileo, B. Calderoni
Chapter 33. Investigations on the effect of frame member connection rigidity on the behavior of steel plate shear wall systems
M. Dastfan, R. G. Driver
Chapter 34. Seismic vulnerability of RC structures integrated with metal shear panels
A. Formisano, F. M. Mazzolani, G. De Matteis
Chapter 35. Shear lugs for column bases
I. Palma, C. Aguirre
Chapter 36. Structural behaviour of tension type high strength bolted connection between web plate of wide flange section and split-T
Y. Harada, K. Ebato, A. Nomoto
Chapter 37. Behavior of exposed column-base exhibiting spindle-type restoring force characteristics
H. Kadoya, T. Hagino, H. Masuda, K. Morita, T. Nakano, T. Watanabe
Chapter 38. Cyclic test of new steel structure with metallic dampers
S. H. Oh, M. H. Yoon, S. D. Kim, H. S. Ryu, Y. J. Kim
Chapter 39. Built-up T-Stub connections for special and intermediate moment frames. Numerical and experimental testing for prequalification
G. A. Rassati, E. G. Hantouche, J. A. Swanson
Chapter 40. Partial frame testing of a sustainable building steel structure system
Y. Shima, M. Iwata
Chapter 41. New criteria for taking account of P-delta effects in seismic design of steel structure
H. T. Vu, J. M. Aribert
Chapter 42. Influence of the brace overstrength on the seismic behavior of chevron braced frames
M. Bosco, E. M. Marino, P. P. Rossi
Chapter 43. Effect of gravity columns on mitigation of story drift concentration for concentrically braced steel frames
X. Ji, T. Hitaka, M. Kato, T. Wang, M. Nakashima
Chapter 44. Improvement of seismic behavior of concentrically braced frames making use of fuse elements in brace members
A. Rezaeian, S. Sharifi Pirkoohi, R. Izadifar
Chapter 45. A study on the connection of Concrete Filled Steel Tubes (CFT) with built-in steel bars
A. Kawano, T. Shirakawa, Q. Y. Qiao, K. Kutani, A. Nawa
Chapter 46. Improving the seismic robustness of reinforced concrete frames by using locally hybrid steel-concrete columns
H. Deg茅e, A. Plumier
Chapter 47. Experimental analysis of the cyclic response of CFT-SHS members
L. Mastrandrea, F. Iannone, V. Piluso, R. Montuori
Chapter 48. Experimental behavior of composite beam-column flush end plate connections subjected to low probability, high consequence loading
B. Uy, O. Mirza, P. Chalhoub, D. Maenpaa
Chapter 49. Numerical analysis on composite steel concrete structural shear walls with steel encased profiles
A. Fabian, D. Dan, V. Stoian
Chapter 50. Analytical investigation of through plate connection to Concrete Filled Tube (CFT) column
Rasoul Mirghaderi, Yasaman Balazadeh Minouei, Sanaz Ahlehagh
Chapter 51. Incremental dynamic analysis of multi-storey concentrically braced steel frames
L. Tirca, R. Tremblay
Chapter 52. Relationship between global and local indicators of the performance of eccentrically braced frames under seismic loads
S. Koboevic, J. Rozon, R. Tremblay
Chapter 53. Optimal design of eccentrically braced frames with vertical link (V-EBFs) in order to maximize energy dissipation
S. Taherkhani, A. R. Rezaeian, F. Hamedi
Chapter 54. Plastic limit analysis of self-centering steel moment resisting frames
P. Rojas, J. M. Ricles, R. Sause, M. Caballero
Chapter 55. A design procedure for dual eccentrically braced-moment resisting systems
M. Bosco, A. Ghersi, P. P. Rossi
Chapter 56. A design procedure for dual eccentrically braced-moment resisting systems
M. Bosco, P. P. Rossi
Chapter 57. Modeling of component deterioration for collapse prediction of steel moment frames
F. Zareian, D. G. Lignos, H. Krawinkler
Chapter 58. Seismic performance evaluation of moment-resisting steel frames with different levels of ductility
R. G. Driver, H. Daneshvar
Chapter 59. Evaluation of design procedure for steel self-centering moment frames
E. H. Vanmarcke, G. Herning, M. E. Moreyra Garlock
Chapter 60. A new hybrid method for seismic design of steel building frames
T. L. Karavasilis, N. Bazeos, D. E. Beskos
Chapter 61. Seismic design of steel structures using modal strength reduction (behavior) factors
D. E. Beskos, G. A. Papagiannopoulos
Chapter 62. Performance of dual-steel connections of high strength components under monotonic and cyclic loading
D. Dubina, D. Grecea, N. Muntean, A. Stratan
Chapter 63. Mechanical identification of PTED beam-to-column connections according to Eurocode 3
B. Faggiano, F. M. Mazzolani, M. Esposto
Chapter 64. Experimental and numerical studies of moment resisting frames with replaceable links
C. Christopoulos, Y. Shen, N. Mansour, R. Tremblay
Chapter 65. Welded tubular column to H-beam connections
Y. Y. Chen, W. Q. Li, W. Wang, X. Chen
Chapter 66. Reduction of residual story drift of moment resisting frame using self-centering column bases
T. Nagae, M. Ikenaga, M. Nakashima
Chapter 67. Seismic assessment of early steel buildings with riveted connections in NZ
M. Naderi
Chapter 68. Estimation of increasing response of steel frame after fracture of structural member under strong earthquake ground motions
Jun Iyama
Chapter 69. Available ductility of RBS steel structures鈥擟omparative studies
Ioana Ladar, H. Mociran, P. Alexa
Chapter 70. The effect of panel zone rigidity on behavior of tall buildings with tubular steel moment-frame systems
Farhad Abedi-Nik
Chapter 71. Energy-based method in seismic design of eccentrically braced frames
Sh. Dastmalchi, S. R. Mirghaderi, S. M. Zahrai
Chapter 72. Energy-based damage model for MDOF steel structures
S. E. Ruiz, E. Boj贸rquez, A. Reyes-Salazar, A. Ter谩n-Gilmore
Chapter 73. Seismic analysis and design approaches for crane-supporting steel structures
S. Koboevic, R. A. MacCrimmon, R. Tremblay, J. Richard
Chapter 74. Limit state evaluation for container cranes constructed of stiffened steel box stub-columns
R. DesRoches, R. T. Leon, B. Kosbab
Chapter 75. Seismic upgrade of existing semi-continuous steel frames
M. Bella, L. Macorini, C. Amadio
Chapter 76. On the use of metal shear panels for seismic retrofitting of RC frames
A. Formisano, F. M. Mazzolani, G. De Matteis
Chapter 77. Seismic performance improvement of existing steel buildings by rocking structural system
T. Miyake, T. Azuhata, M. Midorikawa, K. Matsumoto, T. Ishihara
Chapter 78. Vulnerability of the Greek telecommunications network infrastructure
I. Vayas, I. Hatzinikolis, A. Avloniti, M. Papageorgiou
Chapter 79. Effects of rigidity of column base on seismic performance of steel moment frame retrofitted with buckling restrained braces
S. Kishiki, S. Yamada, H. Asada
Chapter 80. 鈥淎ll-steel鈥?buckling-restrained braces for seismic upgrading of existing reinforced concrete buildings
M. D鈥橝niello, G. Della Corte, F. M. Mazzolani
Chapter 81. Experimental tests on full scale RC frames retrofitted with buckling restrained braces
L. Di Sarno, G. Manfredi
Chapter 82. A phenomenological model for the prediction of the hysteretic response of structural components to seismic loads
R. Chalasani, G. A. Rassati, A. Kukreti, P. N. N. S. Kumar
Chapter 83. Prediction of crack formation at steel welded beam-to-column joints under cyclic loading
I. Vayas, V. Karlos, A. Spiliopoulos
Chapter 84. Yield surface applications for nonlinear dynamic analysis of steel frames
K. Ozakgul
Chapter 85. Column over-design factor requirements of steel frame structures for specific reliability levels
Y. G. Zhao, K. Kasai, W. C. Pu
Chapter 86. Experimental seismic testing of a controlled rocking bridge steel truss pier
M. Bruneau, M. Pollino
Chapter 87. Shaking table test of beam-end damper frame using E-defense multipurpose test-bed
Y. Kurokawa, T. Asakawa, S. Kishiki, H. Ando, I. Kubodera, Y. Matsuoka, M. Midorikawa, K. Kasai, T. Takeuchi
Chapter 88. A new hybrid cold-formed system for low rise buildings in seismic areas
M. H. Sayyas, S. R. Mirghaderi
Chapter 89. Seismic behavior of steel shear plates stiffened by wood panels
T. Hitaka, Y. Murata, M. Ito, M. Nakashima
Chapter 90. Potentially plastic zone details in columns in eccentrically braced frames
Bogdan Stefanescu, Helmuth K枚ber
Chapter 91. The elasto-plastic response of steel structural members subject to earthquake
P. Marek, P. Bro_L. V谩clavek
Chapter 92. Panel zone performance in a weak panel-type moment frame consisting of a composite beam and a square hollow section column
K. Suita, S. Kishiki, Y. Matsuoka, S. Yamada, Y. Shimada
Chapter 93. Dynamic shear tests of low-yield steel panel dampers for bridge bearing
J. Dang, T. Aoki, C. Zhang, Y. Fukumoto, T. Takaku
Chapter 94. Numerical simulation of the cyclic inelastic behaviour of buckling restrained braces
A. Korzekwa, R. Tremblay
Chapter 95. A new design equation developed from Eurocode 4-2004 for concrete filled steel tubes
Z. H. Lu, Y. G. Zhao
Chapter 96. Seismic design procedures for centrically braced frames
Bogdan Stefanescu, Helmuth K枚ber
Chapter 97. Improved seismic design procedure for steel moment frames
J. M. Castro, A. Y. Elghazouli, A. Villani
Chapter 98. Proposal for increasing the ductility of steel structures
V. Gioncu, M. Mosoarca, B. A. Anastasiadis
Chapter 99. Displacement-based seismic design of SDOF concentrically braced frames
T. Sullivan, J. Goggins
Chapter 100. Plastic design of dissipative truss moment frames
A. Longo, V. Piluso, R. Montuori
Chapter 101. Study on seismic behavior of simple-connected steel frame with buckling restrained braces
Sun Fei-Fei, Li Guo-Qiang, Chen Su-Wen, Hu Da-Zhu
Chapter 102. Improving seismic performance of steel structures due to near-fault earthquakes using hybrid damping system
S. M. Zahrai, A.Tokhmpash
Chapter 103. Accuracy of nonlinear static procedures for estimating the seismic performance of steel frame structures
A. M. Avossa, A. Mandara, M. Ferraioli, A. Lavino
Chapter 104. Influence of connection capacity on the behavior of floor systems under realistic fire loading
A. H. Varma, G. A. Cedeno
Chapter 105. Design of a large scale shake table experiment on a port container crane
R. DesRoches, R. T. Leon, L. D. Jacobs
Chapter 106. Wind action on bridges
G. Russo, L. Damiani, O. Bergamo
Chapter 107. Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenarios
F. Dinu, D. Dubina
Chapter 108. FEM analysis of atmospheric tanks under seismic excitation
G. Fabbrocino, G. Manfredi, A. Di Carluccio
Chapter 109. Leak proofness of unanchored storage tanks subjected to earthquake loading鈥攅xperience and simulations
M. Wasicek, F. D. Fischer
Chapter 110. Seismic behaviour of steel storage racking systems
L. Calado, I. Rosin, P. Carydis, C. A. Castiglioni, H. Deg茅e, P. Negro
Chapter 111. Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigation
Theodore L. Karavasilis, Richard Sause, Yunbyeong Chae, James M. Ricles, Cheng Chen
Chapter 112. OpenSees modeling of the inelastic seismic response of steel roof deck diaphragms
C. A. Rogers, K. Shrestha, R. Tremblay, J. Franquet
Chapter 113. Seismic design and assessment of steel structures based on rigid-plastic response history analysis
R. Bento, A. Y. Elghazouli, C. M谩laga-Chuquitaype
Chapter 114. Influence of ground motion characteristics on the seismic response of single and multi degree of freedom steel framed systems
J. M. Castro, A. Y. Elghazouli, M. Kumar
Chapter 115. Numerical modeling of steel frames with concrete slab and its evaluation
S. Motoyui, S. Sakai, K. Kasai
Chapter 116. Optimized distribution of strength in tall buckling-restrained brace frames
P. Richards, G. T. Oxborrow
Chapter 117. Design concept for composite members subjected to impact and blast loads
B. Hoffmeister, M. G眉ndel
Chapter 118. Robustness based design of new and existing steel structures
A. Formisano, F. M. Mazzolani, A. Marzo
Chapter 119. Capacity design to provide seismic performance and resistance to exceptional actions
B. Hoffmeister
Chapter 120. Simplified analytical modeling of compact pure aluminum shear panels
F. M. Mazzolani, G. De Matteis, G. Brando
Chapter 121. Multi-hazard resistant steel plate shear wall bridge pier concept
M. Bruneau, D. Keller
Chapter 122. Design approach for the seismic strengthening of an existing RC building with buckling restrained braces
L. Di Sarno, G. Manfredi
Chapter 123. Development of analytical models for 0.6 scale self-centering MRF with beam web friction devices
James Ricles, Ying-Cheng Lin, Choung-Yeol Seo, Richard Sause
Chapter 124. Some recent New Zealand research on seismic steel structures
G. C. Clifton, J. W. Butterworth, G. A. MacRae
Chapter 125. A responsive modal identification and wireless sensing platform for quasi-realtime earthquake monitoring of long-span bridges
Shamim N. Pakzad, Liang Cheng
Chapter 126. 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
H. Kato, K. Sawada, T. Takamatsu, H. Tamai, N. Kitahara, A. Matsuo
Chapter 127. Seismic behavior of weak-axis beam-column connections
V. K. Sehgal, Saraswati Setia, C. V. R. Murty
Chapter 128. Experimental and numerical investigation of a new reduced beam section moment connection
A. Imanpour, S. R. Mirghaderi, S. Torabian
Chapter 129. Design and behavior of welded T-stubs for DST connections
M. Sarrazin, R. A. Herrera, G. Gomez
Chapter 130. The AISC seismic provisions
James O. Malley
Chapter 131. Seismic reduction factors for equivalent static design of braced frames
Tao Wang, Xiaodong Ji, Mikiko Kato, Masayoshi Nakashima, Toko Hitaka
Chapter 132. Displacement-based performance assessment of steel moment resisting frames
A. M. Avossa, A. Mandara, M. Ferraioli, A. Lavino
Chapter 133. Seismic analysis of sheathing-braced cold-formed steel structures
O. Iuorio, L. Fiorino, R. Landolfo
Chapter 134. Analysis and design requirements of BRBF in Argentina
G. L. Palazzo, F. J. Crisafulli
Chapter 135. Study on the residual deformation capacity of plastically strained steel
Yuka Matsumoto
Chapter 136. Conventional steel constructions for the performance-based earthquake retrofit of low-rise school buildings
Freddy Pina, G. W. White, Graham Taylor, Carlos Ventura
Chapter 137. Floor diaphragm design of steel self-centering moment frames
E. H. Vanmarcke, M. E. Moreyra Garlock, J. Li
Chapter 138. Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces with a replaceable core
S. Y. Chen, C. C. Chou
Chapter 139. Plastic shear overstrength of short links with axial restraints
M. D鈥橝niello, G. Della Corte, F. M. Mazzolani
Chapter 140. Study of energy dissipation capacity of steel beams under cyclic loading
Yuko Shimada, Yu Jiao, Satoshi Yamada, Shoichi Kishiki
Chapter 141. Seismic design of boundary frame members of steel plate shear walls
B. Qu, M. Bruneau
Chapter 142. Preliminary results of an experimental program on the cyclic response and rotation capacity of steel members
F. Iannone, G. Rizzano, V. Piluso, R. Landolfo, M. Brescia, O. Mammana
Chapter 1. Damage-free seismic-resistant self-centering steel concentrically-braced frames
J. M. Ricles, D. Roke, N. Gonner, R. Sause
Chapter 2. Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 1
S. Motoyui, T. Hikino, M. Ishii, H. Ito, H. Ozaki, K. Kasai, K. Kajiwara
Chapter 3. The structural response of Submerged Floating Tunnel to multi-support seismic excitations
B. Faggiano, F. M. Mazzolani, G. Martire, R. Landolfo, A. Zollo, T. A. Stabile, M. Esposto
Chapter 4. Behaviour of heavy sections welded moment connections
A. Bannister, W. Hoelbling, C. Lequesne, H. Deg茅e, A. Plumier
Chapter 5. Seismic response of 2D and 3D buildings incorporating buckling-restrained and self-centering bracing systems
J. Erochko, H. Choi, C. Christopoulos, R. Tremblay
Chapter 6. Performance based evaluation of steel special moment resisting frames with viscous dampers
Akira Wada, H. Kit Miyamoto, Amir S. Gilani
Chapter 7. A framework for hybrid simulation of semi-rigid steel frames
H. N. Mahmoud, A. S. Elnashai
Chapter 8. Experimental performance of full-scale eccentrically braced frames with replaceable shear links
Robert Tremblay, Constantin Christopoulos, Nabil Mansour
Chapter 9. Experimental assessment of the seismic performance of a self-centering steel MRF system with beam web friction devices
James Ricles, Ying-Cheng Lin, Choung-Yeol Seo, Richard Sause
Chapter 10. Large-scale real-time hybrid simulation of steel MRFs equipped with compressed elastomer dampers
Theodore L. Karavasilis, Richard Sause, James M. Ricles, Cheng Chen
Chapter 11. Innovative bracing system for seismic resistant steel structures
I. Vayas, P. Karydakis, O. Palkopoulou
Chapter 12. Experiences of design, fabrication and installation of TV towers with concrete shaft and head steel structures
M. R. Eslami, F. Rahiminia, B. Haghighi
Chapter 13. Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 2
S. Motoyui, T. Hikino, Y. Ooki, H. Ito, K. Kasai, E. Sato
Chapter 14. Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 3
S. Motoyui, T. Hikino, Y. Ooki, K. Kaneko, K. Kasai, K. Kajiwara
Chapter 15. Seismic design and evaluation of steel MRFs with compressed elastomer dampers
J. M. Ricles, T. L. Karavasilis, R. Sause
Chapter 16. Performance assessment of buckling-restrained braced frame dual systems
C. Ariyaratana, L. A. Fahnestock
Chapter 17. Test of two story steel frames installing Viscous Wall Damper
S. Nagata, M. Ikenaga, A. Wada, K. Nagashima, T. Sawada, K. Suzuki
Chapter 18. Full scale shaking table collapse experiment on 4-story steel moment frame
M. Tada, K. Suita, Y. Matsuoka, S. Yamada, K. Kasai, Y. Shimada
Chapter 19. Full scale shaking table collapse experiment on 4-story steel moment frame
Keiichiro Suita, Yuko Shimada, Motohide Tada, Yuichi Matsuoka, Satoshi Yamada, Kazuhiko Kasai
Chapter 20. Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frame
M. Ohsaki, T. Hikino, K. Kasai, M. Nakashima
Chapter 21. 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
Chapter 22. Cyclic performance of full-scale two-story narrow steel plate shear walls
Keh-Chyuan Tsai, Chih-Han Lin, Chao-Hsien Li
Chapter 23. Qualification of beam to column connections of cold formed steel shapes
G. F. Valencia-Clement
Chapter 24. Effects of gauge distance of angle on moment-rotation behavior of top- and seat-angle connections
W. F. Chen, M. Komuro, N. Kishi, Y. Sato
Chapter 25. Structural behavior of steel framework with knee brace in H-section weak axis column-to-beam connection with high-strength bolts
Y. Harada, K. Ebato, A. Nomoto
Chapter 26. Ultimate behaviour of dissipative T-stub connections
M. Latour, G. Rizzano
Chapter 27. Experimental studies on steel and steel concrete composite joints under symmetrical and asymmetrical loads
T. Nagy Gyorgy, I. Demeter, D. Dan, V. Stoian
Chapter 28. Collaborative substructure pseudo dynamic test on building with new column-bases
T. Yamanishi, M. Tada, T. Takamatsu, H. Tamai
Chapter 29. Failure assessment of bracing members under cyclic loading
A. Y. Elghazouli, K. H. Nip, L. Gardner
Chapter 30. Bending shear behavior of shear yield precedence short-span beam Part 3
Y. Harada, N. Tanaka, S. Yoshikai, K. Morita, Y. Sawamoto, A. Hotaka
Chapter 31. Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite frames
V. Bertoni, M. Bella, L. Macorini, C. Amadio
Chapter 32. Dynamic behaviour of cold-formed steel structures under seismic loads
A. De Martino, C. Giubileo, B. Calderoni
Chapter 33. Investigations on the effect of frame member connection rigidity on the behavior of steel plate shear wall systems
M. Dastfan, R. G. Driver
Chapter 34. Seismic vulnerability of RC structures integrated with metal shear panels
A. Formisano, F. M. Mazzolani, G. De Matteis
Chapter 35. Shear lugs for column bases
I. Palma, C. Aguirre
Chapter 36. Structural behaviour of tension type high strength bolted connection between web plate of wide flange section and split-T
Y. Harada, K. Ebato, A. Nomoto
Chapter 37. Behavior of exposed column-base exhibiting spindle-type restoring force characteristics
H. Kadoya, T. Hagino, H. Masuda, K. Morita, T. Nakano, T. Watanabe
Chapter 38. Cyclic test of new steel structure with metallic dampers
S. H. Oh, M. H. Yoon, S. D. Kim, H. S. Ryu, Y. J. Kim
Chapter 39. Built-up T-Stub connections for special and intermediate moment frames. Numerical and experimental testing for prequalification
G. A. Rassati, E. G. Hantouche, J. A. Swanson
Chapter 40. Partial frame testing of a sustainable building steel structure system
Y. Shima, M. Iwata
Chapter 41. New criteria for taking account of P-delta effects in seismic design of steel structure
H. T. Vu, J. M. Aribert
Chapter 42. Influence of the brace overstrength on the seismic behavior of chevron braced frames
M. Bosco, E. M. Marino, P. P. Rossi
Chapter 43. Effect of gravity columns on mitigation of story drift concentration for concentrically braced steel frames
X. Ji, T. Hitaka, M. Kato, T. Wang, M. Nakashima
Chapter 44. Improvement of seismic behavior of concentrically braced frames making use of fuse elements in brace members
A. Rezaeian, S. Sharifi Pirkoohi, R. Izadifar
Chapter 45. A study on the connection of Concrete Filled Steel Tubes (CFT) with built-in steel bars
A. Kawano, T. Shirakawa, Q. Y. Qiao, K. Kutani, A. Nawa
Chapter 46. Improving the seismic robustness of reinforced concrete frames by using locally hybrid steel-concrete columns
H. Deg茅e, A. Plumier
Chapter 47. Experimental analysis of the cyclic response of CFT-SHS members
L. Mastrandrea, F. Iannone, V. Piluso, R. Montuori
Chapter 48. Experimental behavior of composite beam-column flush end plate connections subjected to low probability, high consequence loading
B. Uy, O. Mirza, P. Chalhoub, D. Maenpaa
Chapter 49. Numerical analysis on composite steel concrete structural shear walls with steel encased profiles
A. Fabian, D. Dan, V. Stoian
Chapter 50. Analytical investigation of through plate connection to Concrete Filled Tube (CFT) column
Rasoul Mirghaderi, Yasaman Balazadeh Minouei, Sanaz Ahlehagh
Chapter 51. Incremental dynamic analysis of multi-storey concentrically braced steel frames
L. Tirca, R. Tremblay
Chapter 52. Relationship between global and local indicators of the performance of eccentrically braced frames under seismic loads
S. Koboevic, J. Rozon, R. Tremblay
Chapter 53. Optimal design of eccentrically braced frames with vertical link (V-EBFs) in order to maximize energy dissipation
S. Taherkhani, A. R. Rezaeian, F. Hamedi
Chapter 54. Plastic limit analysis of self-centering steel moment resisting frames
P. Rojas, J. M. Ricles, R. Sause, M. Caballero
Chapter 55. A design procedure for dual eccentrically braced-moment resisting systems
M. Bosco, A. Ghersi, P. P. Rossi
Chapter 56. A design procedure for dual eccentrically braced-moment resisting systems
M. Bosco, P. P. Rossi
Chapter 57. Modeling of component deterioration for collapse prediction of steel moment frames
F. Zareian, D. G. Lignos, H. Krawinkler
Chapter 58. Seismic performance evaluation of moment-resisting steel frames with different levels of ductility
R. G. Driver, H. Daneshvar
Chapter 59. Evaluation of design procedure for steel self-centering moment frames
E. H. Vanmarcke, G. Herning, M. E. Moreyra Garlock
Chapter 60. A new hybrid method for seismic design of steel building frames
T. L. Karavasilis, N. Bazeos, D. E. Beskos
Chapter 61. Seismic design of steel structures using modal strength reduction (behavior) factors
D. E. Beskos, G. A. Papagiannopoulos
Chapter 62. Performance of dual-steel connections of high strength components under monotonic and cyclic loading
D. Dubina, D. Grecea, N. Muntean, A. Stratan
Chapter 63. Mechanical identification of PTED beam-to-column connections according to Eurocode 3
B. Faggiano, F. M. Mazzolani, M. Esposto
Chapter 64. Experimental and numerical studies of moment resisting frames with replaceable links
C. Christopoulos, Y. Shen, N. Mansour, R. Tremblay
Chapter 65. Welded tubular column to H-beam connections
Y. Y. Chen, W. Q. Li, W. Wang, X. Chen
Chapter 66. Reduction of residual story drift of moment resisting frame using self-centering column bases
T. Nagae, M. Ikenaga, M. Nakashima
Chapter 67. Seismic assessment of early steel buildings with riveted connections in NZ
M. Naderi
Chapter 68. Estimation of increasing response of steel frame after fracture of structural member under strong earthquake ground motions
Jun Iyama
Chapter 69. Available ductility of RBS steel structures鈥擟omparative studies
Ioana Ladar, H. Mociran, P. Alexa
Chapter 70. The effect of panel zone rigidity on behavior of tall buildings with tubular steel moment-frame systems
Farhad Abedi-Nik
Chapter 71. Energy-based method in seismic design of eccentrically braced frames
Sh. Dastmalchi, S. R. Mirghaderi, S. M. Zahrai
Chapter 72. Energy-based damage model for MDOF steel structures
S. E. Ruiz, E. Boj贸rquez, A. Reyes-Salazar, A. Ter谩n-Gilmore
Chapter 73. Seismic analysis and design approaches for crane-supporting steel structures
S. Koboevic, R. A. MacCrimmon, R. Tremblay, J. Richard
Chapter 74. Limit state evaluation for container cranes constructed of stiffened steel box stub-columns
R. DesRoches, R. T. Leon, B. Kosbab
Chapter 75. Seismic upgrade of existing semi-continuous steel frames
M. Bella, L. Macorini, C. Amadio
Chapter 76. On the use of metal shear panels for seismic retrofitting of RC frames
A. Formisano, F. M. Mazzolani, G. De Matteis
Chapter 77. Seismic performance improvement of existing steel buildings by rocking structural system
T. Miyake, T. Azuhata, M. Midorikawa, K. Matsumoto, T. Ishihara
Chapter 78. Vulnerability of the Greek telecommunications network infrastructure
I. Vayas, I. Hatzinikolis, A. Avloniti, M. Papageorgiou
Chapter 79. Effects of rigidity of column base on seismic performance of steel moment frame retrofitted with buckling restrained braces
S. Kishiki, S. Yamada, H. Asada
Chapter 80. 鈥淎ll-steel鈥?buckling-restrained braces for seismic upgrading of existing reinforced concrete buildings
M. D鈥橝niello, G. Della Corte, F. M. Mazzolani
Chapter 81. Experimental tests on full scale RC frames retrofitted with buckling restrained braces
L. Di Sarno, G. Manfredi
Chapter 82. A phenomenological model for the prediction of the hysteretic response of structural components to seismic loads
R. Chalasani, G. A. Rassati, A. Kukreti, P. N. N. S. Kumar
Chapter 83. Prediction of crack formation at steel welded beam-to-column joints under cyclic loading
I. Vayas, V. Karlos, A. Spiliopoulos
Chapter 84. Yield surface applications for nonlinear dynamic analysis of steel frames
K. Ozakgul
Chapter 85. Column over-design factor requirements of steel frame structures for specific reliability levels
Y. G. Zhao, K. Kasai, W. C. Pu
Chapter 86. Experimental seismic testing of a controlled rocking bridge steel truss pier
M. Bruneau, M. Pollino
Chapter 87. Shaking table test of beam-end damper frame using E-defense multipurpose test-bed
Y. Kurokawa, T. Asakawa, S. Kishiki, H. Ando, I. Kubodera, Y. Matsuoka, M. Midorikawa, K. Kasai, T. Takeuchi
Chapter 88. A new hybrid cold-formed system for low rise buildings in seismic areas
M. H. Sayyas, S. R. Mirghaderi
Chapter 89. Seismic behavior of steel shear plates stiffened by wood panels
T. Hitaka, Y. Murata, M. Ito, M. Nakashima
Chapter 90. Potentially plastic zone details in columns in eccentrically braced frames
Bogdan Stefanescu, Helmuth K枚ber
Chapter 91. The elasto-plastic response of steel structural members subject to earthquake
P. Marek, P. Bro_L. V谩clavek
Chapter 92. Panel zone performance in a weak panel-type moment frame consisting of a composite beam and a square hollow section column
K. Suita, S. Kishiki, Y. Matsuoka, S. Yamada, Y. Shimada
Chapter 93. Dynamic shear tests of low-yield steel panel dampers for bridge bearing
J. Dang, T. Aoki, C. Zhang, Y. Fukumoto, T. Takaku
Chapter 94. Numerical simulation of the cyclic inelastic behaviour of buckling restrained braces
A. Korzekwa, R. Tremblay
Chapter 95. A new design equation developed from Eurocode 4-2004 for concrete filled steel tubes
Z. H. Lu, Y. G. Zhao
Chapter 96. Seismic design procedures for centrically braced frames
Bogdan Stefanescu, Helmuth K枚ber
Chapter 97. Improved seismic design procedure for steel moment frames
J. M. Castro, A. Y. Elghazouli, A. Villani
Chapter 98. Proposal for increasing the ductility of steel structures
V. Gioncu, M. Mosoarca, B. A. Anastasiadis
Chapter 99. Displacement-based seismic design of SDOF concentrically braced frames
T. Sullivan, J. Goggins
Chapter 100. Plastic design of dissipative truss moment frames
A. Longo, V. Piluso, R. Montuori
Chapter 101. Study on seismic behavior of simple-connected steel frame with buckling restrained braces
Sun Fei-Fei, Li Guo-Qiang, Chen Su-Wen, Hu Da-Zhu
Chapter 102. Improving seismic performance of steel structures due to near-fault earthquakes using hybrid damping system
S. M. Zahrai, A.Tokhmpash
Chapter 103. Accuracy of nonlinear static procedures for estimating the seismic performance of steel frame structures
A. M. Avossa, A. Mandara, M. Ferraioli, A. Lavino
Chapter 104. Influence of connection capacity on the behavior of floor systems under realistic fire loading
A. H. Varma, G. A. Cedeno
Chapter 105. Design of a large scale shake table experiment on a port container crane
R. DesRoches, R. T. Leon, L. D. Jacobs
Chapter 106. Wind action on bridges
G. Russo, L. Damiani, O. Bergamo
Chapter 107. Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenarios
F. Dinu, D. Dubina
Chapter 108. FEM analysis of atmospheric tanks under seismic excitation
G. Fabbrocino, G. Manfredi, A. Di Carluccio
Chapter 109. Leak proofness of unanchored storage tanks subjected to earthquake loading鈥攅xperience and simulations
M. Wasicek, F. D. Fischer
Chapter 110. Seismic behaviour of steel storage racking systems
L. Calado, I. Rosin, P. Carydis, C. A. Castiglioni, H. Deg茅e, P. Negro
Chapter 111. Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigation
Theodore L. Karavasilis, Richard Sause, Yunbyeong Chae, James M. Ricles, Cheng Chen
Chapter 112. OpenSees modeling of the inelastic seismic response of steel roof deck diaphragms
C. A. Rogers, K. Shrestha, R. Tremblay, J. Franquet
Chapter 113. Seismic design and assessment of steel structures based on rigid-plastic response history analysis
R. Bento, A. Y. Elghazouli, C. M谩laga-Chuquitaype
Chapter 114. Influence of ground motion characteristics on the seismic response of single and multi degree of freedom steel framed systems
J. M. Castro, A. Y. Elghazouli, M. Kumar
Chapter 115. Numerical modeling of steel frames with concrete slab and its evaluation
S. Motoyui, S. Sakai, K. Kasai
Chapter 116. Optimized distribution of strength in tall buckling-restrained brace frames
P. Richards, G. T. Oxborrow
Chapter 117. Design concept for composite members subjected to impact and blast loads
B. Hoffmeister, M. G眉ndel
Chapter 118. Robustness based design of new and existing steel structures
A. Formisano, F. M. Mazzolani, A. Marzo
Chapter 119. Capacity design to provide seismic performance and resistance to exceptional actions
B. Hoffmeister
Chapter 120. Simplified analytical modeling of compact pure aluminum shear panels
F. M. Mazzolani, G. De Matteis, G. Brando
Chapter 121. Multi-hazard resistant steel plate shear wall bridge pier concept
M. Bruneau, D. Keller
Chapter 122. Design approach for the seismic strengthening of an existing RC building with buckling restrained braces
L. Di Sarno, G. Manfredi
Chapter 123. Development of analytical models for 0.6 scale self-centering MRF with beam web friction devices
James Ricles, Ying-Cheng Lin, Choung-Yeol Seo, Richard Sause
Chapter 124. Some recent New Zealand research on seismic steel structures
G. C. Clifton, J. W. Butterworth, G. A. MacRae
Chapter 125. A responsive modal identification and wireless sensing platform for quasi-realtime earthquake monitoring of long-span bridges
Shamim N. Pakzad, Liang Cheng
Chapter 126. 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
H. Kato, K. Sawada, T. Takamatsu, H. Tamai, N. Kitahara, A. Matsuo
Chapter 127. Seismic behavior of weak-axis beam-column connections
V. K. Sehgal, Saraswati Setia, C. V. R. Murty
Chapter 128. Experimental and numerical investigation of a new reduced beam section moment connection
A. Imanpour, S. R. Mirghaderi, S. Torabian
Chapter 129. Design and behavior of welded T-stubs for DST connections
M. Sarrazin, R. A. Herrera, G. Gomez
Chapter 130. The AISC seismic provisions
James O. Malley
Chapter 131. Seismic reduction factors for equivalent static design of braced frames
Tao Wang, Xiaodong Ji, Mikiko Kato, Masayoshi Nakashima, Toko Hitaka
Chapter 132. Displacement-based performance assessment of steel moment resisting frames
A. M. Avossa, A. Mandara, M. Ferraioli, A. Lavino
Chapter 133. Seismic analysis of sheathing-braced cold-formed steel structures
O. Iuorio, L. Fiorino, R. Landolfo
Chapter 134. Analysis and design requirements of BRBF in Argentina
G. L. Palazzo, F. J. Crisafulli
Chapter 135. Study on the residual deformation capacity of plastically strained steel
Yuka Matsumoto
Chapter 136. Conventional steel constructions for the performance-based earthquake retrofit of low-rise school buildings
Freddy Pina, G. W. White, Graham Taylor, Carlos Ventura
Chapter 137. Floor diaphragm design of steel self-centering moment frames
E. H. Vanmarcke, M. E. Moreyra Garlock, J. Li
Chapter 138. Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces with a replaceable core
S. Y. Chen, C. C. Chou
Chapter 139. Plastic shear overstrength of short links with axial restraints
M. D鈥橝niello, G. Della Corte, F. M. Mazzolani
Chapter 140. Study of energy dissipation capacity of steel beams under cyclic loading
Yuko Shimada, Yu Jiao, Satoshi Yamada, Shoichi Kishiki
Chapter 141. Seismic design of boundary frame members of steel plate shear walls
B. Qu, M. Bruneau
Chapter 142. Preliminary results of an experimental program on the cyclic response and rotation capacity of steel members
F. Iannone, G. Rizzano, V. Piluso, R. Landolfo, M. Brescia, O. Mammana
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