Behaviour of Steel Structures in Seismic Areas: STESSA 2009Federico Mazzolani, James M. Ricles, Richard Sause 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 |
Contents
N Mansour C Christopoulos R Tremblay | |
1 PreNorthridge electrodes no gas shield | 1 |
Tremblay R Kim H J and Lacerte M 2008 SelfCentering Energy Dissipative | 122 |
Transverse Stiffeners | 239 |
RuizGarcia J and Miranda E 2006a Residual displacement ratios for assessment of existing | 713 |
Performance based evaluation of steel special moment resisting | 891 |
Somerville P Smith H Puriyamurthala S and Sun J 1997 Development of Ground Motion Time | 4 |
Extended Doubler Plates | 111 |
Mpc of the column section to Mpb of the beam section range from 098 to 148 | 1 |
Tremblay R Lacerte M and Christopoulos C 2008 Seismic Response of Multistory Buildings with | 42 |
Pettinga J D Priestley M J N Pampanin S and Christopoulos C 2007 The Role of Inelastic | 133 |
Other editions - View all
Behaviour of Steel Structures in Seismic Areas Federico M. Mazzolani,Akira Wada No preview available - 2006 |
Common terms and phrases
AISC ange axial force base shear beam-column beam-to-column connection behavior Beskos braced frames BRBF buckling capacity collapse column base components composite concrete considered curves cyclic loading damage damper damping damping ratio deformation displacement ductility Earthquake Engineering EBFs effect elastic elastomer energy dissipation Equation Eurocode evaluation experimental factor failure finite element flange fracture gravity columns ground motions hysteresis hysteretic inelastic inter-storey drifts interstory joint Lehigh University limit mechanism method mode nonlinear numerical overstrength parameters plastic hinge plate predicted ratio reinforced resisting frames response spectrum retrofitted rotation SC-MRF seismic design seismic performance seismic response seismic retrofitting shear force shear lug shear walls shown in Figure shows simulation SMRF specimens steel building steel frames steel structures steel tube stiffeners stiffness story shear strength reduction stress Structural Engineering T-stub Table tension test results values vertical viscoelastic welded yield strength