STESSA 2000
Behaviour of Steel Structures in Seismic Areas : Proceedings of the Third International Conference STESSA 2000, Montreal, Canada, 21-24 August 2000
By: Federico Mazzolani (Editor), Robert Tremblay (Editor)
Hardcover | 1 January 2000 | Edition Number 1
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784 Pages
25.4 x 17.78 x 4.14
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Preface | p. XIII |
Organization | p. XV |
Material and member behaviour | |
New trends in the evaluation of available ductility of steel members | p. 3 |
ASTM A913 grades 50 and 65: Steels for seismic applications | p. 11 |
Influence of strain-rate on the behaviour of steel members | p. 19 |
Modeling of cracking and local buckling in steel frames by using plastic hinges with damage | p. 27 |
Buckling-restrained braces as hysteretic dampers | p. 33 |
Seismic performance of brace fuse elements for concentrically steel braced frames | p. 39 |
Cyclic elasto-plastic analysis of steel members | p. 47 |
Member response to strong pulse seismic loading | p. 55 |
Calibration of thin-walled members ductility | p. 63 |
Fatigue damage modelling of steel structures | p. 73 |
Performance of high strength CFT columns under seismic loading | p. 79 |
Connections | |
Monotonic and cyclic analysis of bolted T-stubs | p. 89 |
Experimental studies on cyclic behaviour modes of base-plate connections | p. 97 |
Cyclic behaviour of the shear connection component in composite joints | p. 105 |
The behaviour of compression welds and carrying capacity with earthquake effects | p. 113 |
Monotonic and cyclic behaviour of composite beam-column connections | p. 119 |
Effect of column straightening protocol on connection performance | p. 125 |
Cyclic testing of flush end-plate semi-rigid steel connections | p. 135 |
Welded plate and T-stub tests and impact on structural behavior of moment frame connections | p. 141 |
Cyclic behaviour of steel beam-to-column joints with a concrete slab | p. 147 |
Characterization of components in steel and composite connections under cyclic loading | p. 155 |
Cyclic behavior of semi-rigid angle connections: A comparative study of tests and modeling | p. 165 |
Influence of loading asymmetry on the cyclic behaviour of beam-to-column joints | p. 175 |
Cyclic behaviour of bolted T-stubs: Experimental analysis and modelling | p. 183 |
Hysteretic behavior of steel moment resisting column bases | p. 191 |
Experiment and analysis of bolted semi-rigid beam-column connections Part I: Cyclic loading experiment | p. 199 |
Experiment and analysis of bolted semi-rigid beam-column connections Part II: 3-D finite element analysis of the connections using angles | p. 207 |
Fracture of beam-to-column connection simulated by means of the shaking table test using the inertial loading equipment | p. 215 |
Quality assurance for welding of Japanese welded beam-to-column connections | p. 223 |
Experimental studies on post-tensioned seismic resistant connections for steel frames | p. 231 |
Inelastic seismic response of frame fasteners for steel roof decks | p. 239 |
Tests on the strain rate effects on beam-to-column steel connection | p. 247 |
Dynamic behavior of composite structures with composite connections | p. 255 |
Improvement of seismic behaviour of beam-to-column joints using tapered flanges | p. 265 |
Comparison of seismic capacity between post-Northridge and post-Kobe beam-to-column connections | p. 271 |
Seismic responses of steel reduced beam section to weak panel zone moment joints | p. 279 |
Experimental method of the full scale shaking table test using the inertial loading equipment | p. 287 |
Codification, design and application | |
Parametric analysis of the dynamic behaviour of ENEL towers in Naples by means of 'minimum' model | p. 295 |
Serviceability and stress control in seismic design of steel structures | p. 303 |
Romanian new Code for the design of steel structures subjected to seismic loads | p. 311 |
Lions' Gate Bridge North Approach--Seismic retrofit | p. 319 |
Seismic design and response of a 14-story concentrically braced steel building | p. 327 |
Seismic behavior of steel lattice telecommunication towers | p. 335 |
Seismic upgrading of existing steel frames by a bracing system installed with fully mechanical interfaces | p. 339 |
Investigation and analysis of damage to expressway tollgate structures caused by the Hyogoken-Nanbu earthquake | p. 345 |
Inelastic behaviour of a 52-storey steel frame building | p. 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 | p. 363 |
Active base isolation of m.d.o.f. structures by a time-convolution algorithm | p. 371 |
Effectiveness of viscous damped bracing systems for steel frames | p. 379 |
Non-invasive passive energy dissipation systems for the seismic design and retrofit of steel structures | p. 387 |
Earthquake protection of buildings and bridges with viscous energy dissipation devices | p. 395 |
Seismic performance of moment resistant steel frame with hysteretic damper | p. 403 |
Seismic redesign of steel frames by local insertion of dissipating devices | p. 411 |
Seismic dampers utilization and design for steel structures | p. 419 |
Earthquake resistant performance of moment resistant steel frames with damper | p. 425 |
Global behaviour | |
Effects of repeated seismic events on structures | p. 435 |
Toward a consistent methodology for ductility checking | p. 443 |
Numerical investigation of the q-factor for steel frames with semi-rigid and partial-strength joints | p. 455 |
Composite frames under dynamic loadings: Numerical and experimental analysis | p. 463 |
Analytical study of buildings constructed with riveted semi-rigid connections | p. 471 |
Seismic response of steel columns under multi component seismic motion | p. 479 |
Establishing seismic force reduction factors for steel structures | p. 487 |
Seismic response of tied and trussed eccentrically braced frames | p. 495 |
Large scale tests of steel frames with semi-rigid connections under quasi-static cyclic loading | p. 503 |
Influence of P-[Delta] effect on a proposed procedure for seismic design of steel frames | p. 511 |
Steel building response under biaxial seismic excitations | p. 519 |
Influence of brace slenderness on the seismic response of concentrically braced steel frames | p. 527 |
Inelastic seismic analysis of eccentrically loaded steel bridge piers | p. 535 |
Steel panel shear wall--Analysis on the center core steel panel shear wall system | p. 541 |
Performance based design and moment resisting frames | |
Earthquake resistance of frames with unsymmetric bolted connections | p. 551 |
Inelastic dynamic and static analyses for steel MRF seismic design | p. 559 |
Seismic performance of dual steel moment-resisting frames | p. 569 |
Comparative study on seismic design procedures for steel MR frames according to the force-based approach | p. 577 |
Optimum bending and shear stiffness distribution for performance based design of rigid and braced multi-story steel frames | p. 585 |
Seismic behavior of post-tensioned steel frames | p. 593 |
The effect of connection hysteretic behaviour on seismic damage to moment resisting steel frames | p. 601 |
Performance based design of seismic-resistant MR-frames | p. 611 |
Energy based methods for evaluation of behaviour factor for moment resisting frames | p. 619 |
Plastic design of steel frames with dog-bone beam-to-column joints | p. 627 |
Behaviour of MRFs subjected to near-field earthquakes | p. 635 |
Evaluation of the response of moment frames in respect to various performance criteria | p. 643 |
Low-cycle fatigue behaviour of moment resisting frames | p. 649 |
SAC steel project | |
SAC program to assure ductile connection performance | p. 659 |
Development of the free flange steel moment connection | p. 667 |
Fracture mechanics analysis of moment frame joint incorporating welding effects | p. 675 |
Reduced beam section welded steel moment frame connections | p. 681 |
Relating ground motion spectral information to structural deformation demands | p. 687 |
Reinforced steel moment-resisting joints | p. 695 |
Cyclic modeling of T-stub bolted connections | p. 703 |
Inelastic finite element studies of unreinforced welded beam-to-column moment connections | p. 711 |
Seismic testing of welded beam-to-column moment connections | p. 719 |
Seismic design of sixteen-bolt extended stiffened moment end-plate connections | p. 727 |
'Heavy' moment end-plate connections subjected to seismic loading | p. 735 |
Seismic response of 3-D steel structure with Bi-directional columns | p. 741 |
Cyclic instability of steel moment connections with reduced beam sections | p. 747 |
Effects of lateral bracing and system restraint on the behavior of RBS moment connections | p. 755 |
Author index | p. 763 |
Table of Contents provided by Syndetics. All Rights Reserved. |
ISBN: 9789058091307
ISBN-10: 9058091309
Published: 1st January 2000
Format: Hardcover
Language: English
Number of Pages: 784
Audience: Professional and Scholarly
Publisher: Taylor & Francis Ltd
Country of Publication: NL
Edition Number: 1
Dimensions (cm): 25.4 x 17.78 x 4.14
Weight (kg): 1.56
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