Behaviour of steel structures in seismic areas : proceedings of the third International Conference STESSA 2000, 21-24 August 2000, Montreal, Canada / edited by Federico M. Mazzolani, Robert Tremblay.

Format:

Book

Conference/Event

Contributor:

Mazzolani, Federico M.

Tremblay, Robert, 1956 April 19-

Conference Name:

STESSA 2000 (Conference) (3rd : 2000 : Montreal, Canada)

Language:

English

Subjects (All):

Building, Iron and steel--Congresses.

Building, Iron and steel.

Steel, Structural--Congresses.

Steel, Structural.

Earthquake engineering--Congresses.

Earthquake engineering.

Buildings--Earthquake effects--Congresses.

Buildings.

Buildings--Earthquake effects.

Earthquake resistant design--Congresses.

Earthquake resistant design.

Structural analysis (Engineering)--Congresses.

Structural analysis (Engineering).

Genre:

Conference papers and proceedings.

Physical Description:

xvi, 764 pages : illustrations ; 25 cm

Other Title:

Proceedings of the third International Conference STESSA 2000

STESSA 2000

Behavior of steel structures in seismic areas

Place of Publication:

Rotterdam, Netherlands ; Brookfield, VT, USA : A.A. Balkema, [2000]

Summary:

This is a review of developments in the behaviour and design of steel structures in seismic areas. The proceedings look at the analytical and experimental research on the seismic response of steel structures, and cover topics such as global behaviour and codification, design and application.

Contents:

Material and member behaviour

New trends in the evaluation of available ductility of steel members / A. Anastasiadis, V. Gioncu, F.M. Mazzolani 3

ASTM A913 grades 50 and 65: Steels for seismic applications / S. Bouchard, G. Axmann 11

Influence of strain-rate on the behaviour of steel members / V. Gioncu 19

Modeling of cracking and local buckling in steel frames by using plastic hinges with damage / P. Inglessis, S. Medina, A. Lopez, J. Florez-Lopez 27

Buckling-restrained braces as hysteretic dampers / M. Iwata, T. Kato, A. Wada 33

Seismic performance of brace fuse elements for concentrically steel braced frames / M. Rezai, H.G.L. Prion, R. Tremblay, N. Bouatay, P. Timler 39

Cyclic elasto-plastic analysis of steel members / I.H.P. Mamaghani 47

Member response to strong pulse seismic loading / G. Mateescu, V. Gioncu 55

Calibration of thin-walled members ductility / A. Moldovan, D. Petcu, V. Gioncu 63

Fatigue damage modelling of steel structures / R. Perera, S. Gomez, E. Alarcon 73

Performance of high strength CFT columns under seismic loading / A.H. Varma, J.M. Ricles, R. Sause, L.W. Lu 79

Connections

Monotonic and cyclic analysis of bolted T-stubs / S. Adany, L. Dunai 89

Experimental studies on cyclic behaviour modes of base-plate connections / S. Adany, L. Calado, L. Dunai 97

Cyclic behaviour of the shear connection component in composite joints / J.M. Aribert, A. Lachal 105

The behaviour of compression welds and carrying capacity with earthquake effects / K. Badamchi 113

Monotonic and cyclic behaviour of composite beam-column connections / J.G. Beutel, D.P. Thambiratnam, N. Perera 119

Effect of column straightening protocol on connection performance / R. Bjorhovde, L.J. Goland, D.J. Benac 125

Cyclic testing of flush end-plate semi-rigid steel connections / B.M. Broderick, A.W. Thomson 135

Welded plate and T-stub tests and impact on structural behavior of moment frame connections / F.W. Brust, P. Dong, T. Kilinski 141

Cyclic behaviour of steel beam-to-column joints with a concrete slab / C.A. Castiglioni, C. Bernuzzi, L. Calado 147

Characterization of components in steel and composite connections under cyclic loading / P.J.S. Cruz, L. Calado, L. Simoes da Silva 155

Cyclic behavior of semi-rigid angle connections: A comparative study of tests and modeling / G. De Matteis, R. Landolfo, L. Calado 165

Influence of loading asymmetry on the cyclic behaviour of beam-to-column joints / D. Dubina, A.L. Ciutina, A. Stratan 175

Cyclic behaviour of bolted T-stubs: Experimental analysis and modelling / C. Faella, V. Piluso, G. Rizzano 183

Hysteretic behavior of steel moment resisting column bases / M. Fahmy, B. Stojadinovic, S.C. Goel 191

Experiment and analysis of bolted semi-rigid beam-column connections Part I: Cyclic loading experiment / K. Kasai, Y. Xu, A. Mayangarum 199

Experiment and analysis of bolted semi-rigid beam-column connections Part II: 3-D finite element analysis of the connections using angles / Y. Xu, K. Kasai, C. Mao 207

Fracture of beam-to-column connection simulated by means of the shaking table test using the inertial loading equipment / Y. Matsumoto, S. Yamada, H. Akiyama 215

Quality assurance for welding of Japanese welded beam-to-column connections / M. Nakashima 223

Experimental studies on post-tensioned seismic resistant connections for steel frames / J. M. Ricles, R. Sause, M. M. Garlock, S. W. Peng, L. W. Lu 231

Inelastic seismic response of frame fasteners for steel roof decks / C. A. Rogers, R. Tremblay 239

Tests on the strain rate effects on beam-to-column steel connection / L. Sanchez, A. Plumier 247

Dynamic behavior of composite structures with composite connections / L. Simoes da Silva, P. J. S. Cruz, L. Calado 255

Improvement of seismic behaviour of beam-to-column joints using tapered flanges / P. Sotirov, N. Rangelov, J. Milev 265

Comparison of seismic capacity between post-Northridge and post-Kobe beam-to-column connections / K. Suita, M. Nakashima, M. D. Engelhardt 271

Seismic responses of steel reduced beam section to weak panel zone moment joints / K. C. Tsai, W. Z. Chen 279

Experimental method of the full scale shaking table test using the inertial loading equipment / S. Yamada, Y. Matsumoto, H. Akiyama 287

Codification, design and application

Parametric analysis of the dynamic behaviour of ENEL towers in Naples by means of 'minimum' model / P. Belli, F. Guarracino 295

Serviceability and stress control in seismic design of steel structures / B. Calderoni, A. De Martino 303

Romanian new Code for the design of steel structures subjected to seismic loads / C. Dalban, P. Ioan, S. Dima, St. Spanu 311

Lions' Gate Bridge North Approach

Seismic retrofit / D. J. Dowdell, B. A. Hamersley 319

Seismic design and response of a 14-story concentrically braced steel building / L. Martinelli, F. Perotti, A. Bozzi 327

Seismic behavior of steel lattice telecommunication towers / G. McClure, M. Lapointe, M. A. Khedr 335

Seismic upgrading of existing steel frames by a bracing system installed with fully mechanical interfaces / K. Ohi 339

Investigation and analysis of damage to expressway tollgate structures caused by the Hyogoken-Nanbu earthquake / K. Suita, K. Onikawa, Y. Mitani, S. Yamada, M. Arashiyama 345

Inelastic behaviour of a 52-storey steel frame building / C. E. Ventura, Y. Ding 353

Base isolation and energy dissipation

A new ADAS system for seismic retrofitting of framed structures by means of the new hysteretical 'I' shaped device / L. Anania, A. Badala, S. Costa 363

Active base isolation of m.d.o.f. structures by a time-convolution algorithm / A. Baratta, O. Corbi 371

Effectiveness of viscous damped bracing systems for steel frames / A. Chiarugi, S. Sorace, G. Terenzi 379

Non-invasive passive energy dissipation systems for the seismic design and retrofit of steel structures / C. Christopoulos, A. Filiatrault 387

Earthquake protection of buildings and bridges with viscous energy dissipation devices / D. Di Marzo, A. Mandara, G. Serino 395

Seismic performance of moment resistant steel frame with hysteretic damper / Y. H. Huang, A. Wada, H. Sugihara, M. Narikawa, T. Takeuchi, M. Iwata 403

Seismic redesign of steel frames by local insertion of dissipating devices / M. G. Mulas, M. Arcelaschi, J. E. Martinez-Rueda 411

Seismic dampers utilization and design for steel structures / W. Pong 419

Earthquake resistant performance of moment resistant steel frames with damper / M. Yamaguchi, S. Yamada, A. Wada, M. Ogihara, M. Narikawa, T. Takeuchi, Y. Maeda 425

Global behaviour

Effects of repeated seismic events on structures / C. Amadio, M. Fragiacomo, S. Rajgelj, F. Scarabelli 435

Toward a consistent methodology for ductility checking / A. Anastasiadis, V. Gioncu, F. M. Mazzolani 443

Numerical investigation of the q-factor for steel frames with semi-rigid and partial-strength joints / J. M. Aribert, D. Grecea 455

Composite frames under dynamic loadings: Numerical and experimental analysis / L. Calado, J. M. Proenca, L. Simoes da Silva, P. J. S. Cruz 463

Analytical study of buildings constructed with riveted semi-rigid connections / K. C. Chessman, M. Bruneau 471

Seismic response of steel columns under multi component seismic motion / M. Como, R. Ramasco, M. De Stefano 479

Establishing seismic force reduction factors for steel structures / R. G. Driver, D. J. L. Kennedy, G. L. Kulak 487

Seismic response of tied and trussed eccentrically braced frames / A. Ghersi, F. Neri, P. P. Rossi, A. Perretti 495

Large scale tests of steel frames with semi-rigid connections under quasi-static cyclic loading / M. Ivanyi, G. Varga 503

Influence of P-[Delta] effect on a proposed procedure for seismic design of steel frames / F. Neri 511

Steel building response under biaxial seismic excitations / R. Ramasco, G. Magliulo, G. Faella 519

Influence of brace slenderness on the seismic response of concentrically braced steel frames / R. Tremblay 527

Inelastic seismic analysis of eccentrically loaded steel bridge piers / T. Usami, Q. Y.

Liu 535

Steel panel shear wall

Analysis on the center core steel panel shear wall system / M. Yamada, T. Yamakaji 541

Performance based design and moment resisting frames

Earthquake resistance of frames with unsymmetric bolted connections / D. Beg, P. Skuber, C. Remec 551

Inelastic dynamic and static analyses for steel MRF seismic design / B. Calderoni, Z. Rinaldi 559

Seismic performance of dual steel moment-resisting frames / D. Dubina, A. Stratan, G. De Matteis, R. Landolfo 569

Comparative study on seismic design procedures for steel MR frames according to the force-based approach / B. Faggiano, G. De Matteis, R. Landolfo 577

Optimum bending and shear stiffness distribution for performance based design of rigid and braced multi-story steel frames / C. J. Gantes, I. Vayas, A. Spiliopoulos, C. C. Pouangare 585

Seismic behavior of post-tensioned steel frames / M. M. Garlock, J. M. Ricles, R. Sause, C. Zhao, L. W. Lu 593

The effect of connection hysteretic behaviour on seismic damage to moment resisting steel frames / R. Landolfo, G. Della Corte, G. De Matteis 601

Performance based design of seismic-resistant MR-frames / F. M. Mazzolani, R. Montuori, V. Piluso 611

Energy based methods for evaluation of behaviour factor for moment resisting frames / J. Milev, P. Sotirov, N. Rangelov 619

Plastic design of steel frames with dog-bone beam-to-column joints / R. Montuori, V. Piluso 627

Behaviour of MRFs subjected to near-field earthquakes / L. D. Tirca 635

Evaluation of the response of moment frames in respect to various performance criteria / A. I. Vayas, B. F. Dinu 643

Low-cycle fatigue behaviour of moment resisting frames / I. Vayas, A. Spiliopoulos 649

SAC steel project

SAC program to assure ductile connection performance / C. W. Roeder 659

Development of the free flange steel moment connection / J. Choi, B. Stojadinovic, S. C. Goel 667

Fracture mechanics analysis of moment frame joint incorporating welding effects / P. Dong, J. Zhang, F. W. Brust 675

Reduced beam section welded steel moment frame connections / G. T. Fry, S. L. Jones, M. D. Engelhardt 681

Relating ground motion spectral information to structural deformation demands / A. Gupta, H. Krawinkler 687

Reinforced steel moment-resisting joints / T. Kim, A. S. Whittaker, V. V. Bertero 695

Cyclic modeling of T-stub bolted connections / R. T. Leon, J. A. Swanson 703

Inelastic finite element studies of unreinforced welded beam-to-column moment connections / C. Mao, J. M. Ricles, L. W. Lu, J. W. Fisher 711

Seismic testing of welded beam-to-column moment connections / C. Mao, J. M. Ricles, L. W. Lu, J. W. Fisher 719

Seismic design of sixteen-bolt extended stiffened moment end-plate connections / T. W. Mays, E. A. Sumner, R. H. Plaut, T. M. Murray 727

'Heavy' moment end-plate connections subjected to seismic loading / E. A. Sumner, T. W. Mays, T. M. Murray 735

Seismic response of 3-D steel structure with Bi-directional columns / H. Tagawa, G. A. MacRae 741

Cyclic instability of steel moment connections with reduced beam sections / C.-M. Uang, C.-C. Fan 747

Effects of lateral bracing and system restraint on the behavior of RBS moment connections / Q. S. Yu, C.-M. Uang 755.

Notes:

Includes bibliographical references and indexes.

ISBN:

9058091309

OCLC:

187525922