STESSA 2000: Behaviour of Steel Structures in Seismic Areas: Proceedings of the Third International Conference STESSA 2000, Montreal, Canada, 21-24 August 2000

by Mazzolani; Federico

• ISBN13: 9789058091307
• ISBN10: 9058091309
• Format: Hardcover
• Copyright: 2000-01-01
• Publisher: CRC Press

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 behavi...

Table of Contents

Preface	xiii
Organization	xv
Material and member behaviour
New trends in the evaluation of available ductility of steel members	3	(8)
A. Anastasiadis
V. Gioncu
F.M. Mazzolani
ASTM A913 grades 50 and 65: Steels for seismic applications	11	(8)
S. Bouchard
G. Axmann
Influence of strain-rate on the behaviour of steel members	19	(8)
V. Gioncu
Modeling of cracking and local buckling in steel frames by using plastic hinges with damage	27	(6)
P. Inglessis
S. Medina
A. Lopez
J. Florez-Lopez
Buckling-restrained braces as hysteretic dampers	33	(6)
M. Iwata
T. Kato
A. Wada
Seismic performance of brace fuse elements for concentrically steel braced frames	39	(8)
M. Rezai
H.G.L. Prion
R. Tremblay
N. Bouatay
P. Timler
Cyclic elasto-plastic analysis of steel members	47	(8)
I.H.P. Mamaghani
Member response to strong pulse seismic loading	55	(8)
G. Mateescu
V. Gioncu
Calibration of thin-walled members ductility	63	(10)
A. Moldovan
D. Petcu
V. Gioncu
Fatigue damage modelling of steel structures	73	(6)
R. Perera
S. Gomez
E. Alarcon
Performance of high strength CFT columns under seismic loading	79	(10)
A.H. Varma
J.M.Ricles
R. Sause
L.W. Lu
Connections
Monotonic and cyclic analysis of bolted T-stubs	89	(8)
S. Adany
L. Dunai
Experimental studies on cyclic behaviour modes of base-plate connections	97	(8)
S. Adany
L. Calado
L. Dunai
Cyclic behaviour of the shear connection component in composite joints	105	(8)
J.M. Aribert
A. Lachal
The behaviour of compression welds and carrying capacity with earthquake effects	113	(6)
K. Badamchi
Monotonic and cyclic behaviour of composite beam-column connections	119	(6)
J.G. Beutel
D.P. Thambiratnam
N. Perera
Effect of column straightening protocol on connection performance	125	(10)
R. Bjorhovde
L.J. Goland
D.J. Benac
Cyclic testing of flush end-plate semi-rigid steel connections	135	(6)
B.M. Broderick
A.W. Thomson
Welded plate and T-stub tests and impact on structural behavior of moment frame connections	141	(6)
F.W. Brust
P. Dong
T. Kilinski
Cyclic behaviour of steel beam-to-column joints with a concrete slab	147	(8)
C.A. Castiglioni
C. Bernuzzi
L. Calado
Characterization of components in steel and composite connections under cyclic loading	155	(10)
P.J.S. Cruz
L. Calado
L. Simoes da Silva
Cyclic behavior of semi-rigid angle connections: A comparative study of tests and modeling	165	(10)
G. De Matteis
R. Landolfo
L. Calado
Influence of loading asymmetry on the cyclic behaviour of beam-to-column joints	175	(8)
D. Dubina
A.L. Ciutina
A. Stratan
Cyclic behaviour of bolted T-stubs: Experimental analysis and modelling	183	(8)
C. Faella
V. Piluso
G. Rizzano
Hysteretic behavior of steel moment resisting column bases	191	(8)
M. Fahmy
B. Stojadinovic
S.C. Goel
Experiment and analysis of bolted semi-rigid beam-column connections Part I: Cyclic loading experiment	199	(8)
K. Kasai
Y. Xu
A. Mayangarum
Experiment and analysis of bolted semi-rigid beam-column connections Part II: 3-D finite element analysis of the connections using angles	207	(8)
Y. Xu
K. Kasai
C. Mao
Fracture of beam-to-column connection simulated by means of the shaking table test using the inertial loading equipment	215	(8)
Y. Matsumoto
S. Yamada
H. Akiyama
Quality assurance for welding of Japanese welded beam-to-column connections	223	(8)
M. Nakashima
Experimental studies on post-tensioned seismic resistant connections for steel frames	231	(8)
J.M. Ricles
R. Sause
M.M. Garlock
S.W. Peng
L.W. Lu
Inelastic seismic response of frame fasteners for steel roof decks	239	(8)
C.A. Rogers
R. Tremblay
Tests on the strain rate effects on beam-to-column steel connection	247	(8)
L. Sanchez
A. Plumier
Dynamic behavior of composite structures with composite connections	255	(10)
L. Simoes da Silva
P.J.S. Cruz
L. Calado
Improvement of seismic behavior of beam-to-column joints using tapered flanges	265	(6)
P. Sotirov
N. Rangelov
J. Milev
Comparison of seismic capacity between post-Northridge and post-Kobe beam-to-column connections	271	(8)
K. Suita
M. Nakashima
M.D. Engelhardt
Seismic responses of steel reduced beam section to weak panel zone moment joints	279	(8)
K.C. Tsai
W.Z. Chen
Experimental method of the full scale shaking table test using the inertial loading equipment	287	(8)
S. Yamada
Y. Matsumoto
H. Akiyama
Codification, design and application
Parametric analysis of the dynamic behaviour of ENEL towers in Naples by means of `minimum' model	295	(8)
P. Belli
F. Guarracino
Serviceability and stress control in seismic design of steel structures	303	(8)
B. Calderoni
A. De Martino
Romanian new Code for the design of steel structures subjected to seismic loads	311	(8)
C. Dalban
P. Ioan
S. Dima
St. Spanu
Lions' Gate Bridge North Approach -- Seismic retrofit	319	(8)
D.J. Dowdell
B.A. Hamersley
Seismic design and response of a 14-story concentrically braced steel building	327	(8)
L. Martinelli
F. Perotti
A. Bozzi
Seismic behavior of steel lattice telecommunication towers	335	(4)
G. McClure
M. Lapointe
M.A. Khedr
Seismic upgrading of existing steel frames by a bracing system installed with fully mechanical interfaces	339	(6)
K. Ohi
Investigation and analysis of damage to expressway tollgate structures caused by the Hyogoken-Nanbu earthquake	345	(8)
K. Suita
K. Onikawa
Y. Mitani
S. Yamada
M. Arashiyama
Inelastic behaviour of a 52-storey steel frame building	353	(10)
C.E. Ventura
Y. Ding
Base isolation and energy dissipation
A new ADAS system for seismic retrofitting of framed structures by means of the new hysteretical `I' shaped device	363	(8)
L. Anania
A. Badala
S. Costa
Active base isolation of m.d.o.f. structures by a time-convolution algorithm	371	(8)
A. Baratta
O. Corbi
Effectiveness of viscous damped bracing systems for steel frames	379	(8)
A. Chiarugi
S. Sorace
G. Terenzi
Non-invasive passive energy dissipation systems for the seismic design and retrofit of steel structures	387	(8)
C. Christopoulos
A. Filiatrault
Earthquake protection of buildings and bridges with viscous energy dissipation devices	395	(8)
D. Di Marzo
A. Mandara
G. Serino
Seismic performance of moment resistant steel frame with hysteretic damper	403	(8)
Y.H. Huang
A. Wada
H. Sugihara
M. Narikawa
T. Takeuchi
M. Iwata
Seismic redesign of steel frames by local insertion of dissipating devices	411	(8)
M.G. Mulas
M. Arcelaschi
J.E. Martinez-Rueda
Seismic dampers utilization and design for steel structures	419	(6)
W. Pong
Earthquake resistant performance of moment resistant steel frames with damper	425	(10)
M. Yamaguchi
S. Yamada
A. Wada
M. Ogihara
M. Narikawa
T. Takeuchi
Y. Maeda
Global behaviour
Effects of repeated seismic events on structures	435	(8)
C. Amadio
M. Fragiacomo
S. Rajgelj
F. Scarabelli
Toward a consistent methodology for ductility checking	443	(12)
A. Anastasiadis
V. Gioncu
F.M. Mazzolani
Numerical investigation of the q-factor for steel frames with semi-rigid and partial-strength joints	455	(8)
J.M. Aribert
D. Grecea
Composite frames under dynamic loadings: Numerical and experimental analysis	463	(8)
L. Calado
J.M. Proenca
L. Simoes da Silva
P.J.S. Cruz
Analytical study of buildings constructed with riveted semi-rigid connections	471	(8)
K.C. Chessman
M. Bruneau
Seismic response of steel columns under multi component seismic motion	479	(8)
M. Como
R. Ramasco
M. De Stefano
Establishing seismic force reduction factors for steel structures	487	(8)
R.G. Driver
D.J.L. Kennedy
G.L. Kulak
Seismic response of tied and trussed eccentrically braced frames	495	(8)
A. Ghersi
F. Neri
P.P. Rossi
A. Perretti
Large scale tests of steel frames with semi-rigid connections under quasi-static cyclic loading	503	(8)
M. Ivanyi
G. Varga
Influence of P-Δ effect on a proposed procedure for seismic design of steel frames	511	(8)
F. Neri
Steel building response under biaxial seismic excitations	519	(8)
R. Ramasco
G. Magliulo
G. Faella
Influence of brace slenderness on the seismic response of concentrically braced steel frames	527	(8)
R. Tremblay
Inelastic seismic analysis of eccentrically loaded steel bridge piers	535	(6)
T. Usami
Q.Y. Liu
Steel panel shear wall--Analysis on the center core steel panel shear wall system	541	(10)
M. Yamada
T. Yamakaji
Performance based design and moment resisting frames
Earthquake resistance of frames with unsymmetric bolted connections	551	(8)
D. Beg
P. Skuber
C. Remec
Inelastic dynamic and static analyses for steel MRF seismic design	559	(10)
B. Calderoni
Z. Rinaldi
Seismic performance of dual steel moment-resisting frames	569	(8)
D. Dubina
A. Stratan
G. De Matteis
R. Landolfo
Comparative study on seismic design procedures for steel MR frames according to the force-based approach	577	(8)
B. Faggiano
G. De Matteis
R. Landolfo
Optimum bending and shear stiffness distribution for performance based design of rigid and braced multi-story steel frames	585	(8)
C.J. Gantes
I. Vayas
A. Spiliopoulos
C.C. Pouangare
Seismic behavior of post-tensioned steel frames	593	(8)
M.M. Garlock
J.M. Ricles
R. Sause
C. Zhao
L.W. Lu
The effect of connection hysteretic behavior on seismic damage to moment resisting steel frames	601	(10)
R. Landolfo
G. Della Corte
G. De Matteis
Performance based design of seismic-resistant MR-frames	611	(8)
F.M. Mazzolani
R. Montuori
V. Piluso
Energy based methods for evaluation of behaviour factor for moment resisting frames	619	(8)
J. Milev
P. Sotirov
N. Rangelov
Plastic design of steel frames with dog-bone beam-to-column joints	627	(8)
R. Montuori
V. Piluso
Behaviour of MRFs subjected to near-field earthquakes	635	(8)
L.D. Tirca
Evaluation of the response of moment frames in respect to various performance criteria	643	(6)
A.I. Vayas
B.F. Dinu
Low-cycle fatigue behaviour of moment resisting frames	649	(10)
I. Vayas
A. Spiliopoulos
SAC steel project
SAC program to assure ductile connection performance	659	(8)
C.W. Roeder
Development of the free flange steel moment connection	667	(8)
J. Choi
B. Stojadinovic
S.C. Goel
Fracture mechanics analysis of moment frame joint incorporating welding effects	675	(6)
P. Dong
J. Zhang
F.W. Brust
Reduced beam section welded steel moment frame connections	681	(6)
G.T. Fry
S.L. Jones
M.D. Engelhardt
Relating ground motion spectral information to structural deformation demands	687	(8)
A. Gupta
H. Krawinkler
Reinforced steel moment-resisting joints	695	(8)
T. Kim
A.S. Whittaker
V.V. Bertero
Cyclic modeling of T-stub bolted connections	703	(8)
R.T. Leon
J.A. Swanson
Inelastic finite element studies of unreinforced welded beam-to-column moment connections	711	(8)
C. Mao
J.M. Ricles
L.W. Lu
J.W. Fisher
Seismic testing of welded beam-to-column moment connections	719	(8)
C. Mao
J.M. Ricles
L.W. Lu
J.W. Fisher
Seismic design of sixteen-bolt extended stiffened moment end-plate connections	727	(8)
T.W. Mays
E.A. Sumner
R.H. Plaut
T.M. Murray
`Heavy' moment end-plate connections subjected to seismic loading	735	(6)
E.A. Sumner
T.W. Mays
T.M. Murray
Seismic response of 3-D steel structure with Bi-directional columns	741	(6)
H. Tagawa
G.A. MacRae
Cyclic instability of steel moment connections with reduced beam sections	747	(8)
C.-M. Uang
C.-C. Fan
Effects of lateral bracing and system restraint on the behavior of RBS moment connections	755	(8)
Q.S. Yu
C.-M. Uang
Author index	763