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Preface | ||
Organisation | ||
A simplified numerical method for a ductility design of concrete-filled steel piers with octagonal cross-section | 3 | |
Treatment of P-[Delta] effect in a displacement-based design procedure of steel moment resisting frames | 9 | |
Performance-based design and simulation-based structural reliability assessment procedure | 17 | |
Partial q-factor values for performance based design of MR frames | 23 | |
Feasibility of pushover analysis for estimation of strength demands | 29 | |
Performance evaluation of buckling-restrained braces in damage-controlled structures | 37 | |
Strength reduction factors for performance based seismic design | 45 | |
Performance-based design for truss-frame structures using energy dissipation devices | 55 | |
Optimal design of steel structures for multi-level criteria | 63 | |
Fire resistance of MR steel frames damaged by earthquakes | 73 | |
The collapse of the WTC twin towers: preliminary analysis of the original design approach | 81 | |
Challenges in design of steel structures subjected to exceptional earthquakes | 89 | |
The influence of notch, temperature and strain rate on strength of metallic materials | 99 | |
Experimental behavior of shear and flexural yielding links of ASTM A992 steel | 107 | |
Monotonic and cyclic behaviour of fully encased composite columns and dissipative interpretation for seismic design | 115 | |
Behavior and seismic design of steel piles | 123 | |
Suggestion for an improved 'dog-bone' solution | 129 | |
Cyclic testing of light-gauge steel plate shear walls | 135 | |
Component testing and modeling of buckling restrained "unbonded" braces | 141 | |
Experimental and analytical evaluation of chevron braces with slotted brace-to-beam connections | 147 | |
Seismic performance of steel stud shear walls: planning of a testing program | 153 | |
Cyclic behavior of slender composite members - assessment based on experimental tests | 161 | |
Test on complete failure of steel columns subjected to cyclic loading | 169 | |
Shear-moment interaction in plastic design: eccentrically braced frames | 175 | |
Evaluation of maximum strength of notched steel components | 181 | |
Shear analysis and design of ductile steel plate walls | 189 | |
Design of steel plate shear walls in high-rise buildings | 197 | |
Performance of steel roof deck diaphragms under simulated earthquake loading | 203 | |
Behavior of buckling-restrained brace members | 211 | |
Steel columnar member resistance to dynamic instability under transverse excitation | 217 | |
Experimental study on inelastic lateral torsional buckling of H-shaped steel beam-columns | 223 | |
Cyclic behavior of steel and composite shear wall systems | 231 | |
Capacity design of welded steel MRF connections | 239 | |
Welding connection and determination of the rupture limit and restraint degree in plastic design | 247 | |
Seismic design of beam-to-column connections for steel-concrete composite moment resisting frames | 253 | |
A deformation limit state for single plate shear connections subject to seismic loading | 261 | |
Influence of column web stiffening on the seismic behaviour of beam-to-column joints | 269 | |
Experimental behaviour of end plate I-beam to concrete-filled rectangular hollow section column joints under cyclic loading | 277 | |
A non common welded beam to column connection | 285 | |
Parametric study of the behavior of composite beams in joints to exterior column | 293 | |
Experimental studies on full-scale post-tensioned seismic-resistant steel moment connections | 299 | |
Seismic detailing of column stiffeners in steel moment-resisting connections | 307 | |
Cyclic behavior and low-cycle fatigue of semi-rigid connections (Part I: bolted angle connections) | 313 | |
Cyclic behavior and low-cycle fatigue of semi-rigid connections (Part II: bolted T-stub connections) | 321 | |
Quasi-static loading tests on moment-rotation behavior of top- and seat-angle connections | 329 | |
Seismic rotation capacity and lateral bracing for US steel moment connections | 335 | |
Numerical and experimental behavior of beam-to-column extended end plate connections | 343 | |
Behaviour of link-to-column connections in steel eccentrically braced frames | 351 | |
Monotonic and cyclic behaviour of steel-concrete composite joints | 357 | |
Mechanical behavior of bolted beam-to-column connections with panel zone yielding | 363 | |
Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study | 369 | |
Analytical studies on deep column-to-beam welded steel moment connections | 379 | |
The effect of repeated earthquakes on steel structures | 389 | |
Detailed analysis of energy dissipation capabilities of partially-restrained steel-concrete composite frames subjected to seismic loading | 397 | |
Role of damping in the design of a 40-story framed tube building | 405 | |
On the design of tied braced frames | 413 | |
Seismic interaction between adjacent steel structures under P-Delta effects: a numerical approach | 421 | |
Pushover analysis in the evaluation of the seismic response of steel frames | 427 | |
Failure mode control of seismic resistant EB-frames | 435 | |
Seismic response of multi story concentrically braced steel frames including accidental torsion | 443 | |
Shaking table tests on rocking structural systems installed yielding base plates in steel frames | 449 | |
Control of global performance of seismic resistant EBF with removable link | 455 | |
Seismic behavior of three fundamental framing systems | 463 | |
Behaviour and design of multi-storey zipper concentrically braced steel frames for the mitigation of soft-storey response | 471 | |
Flexural demand on partially-encased composite columns in multi-storey concentrically braced steel frames | 479 | |
Seismic evaluation of steel buildings | 487 | |
Seismic design of steel MRF: remarks on the basis of non-linear static and dynamic procedures | 495 | |
Dissipative seismic performance of composite moment resisting frames including realistic behaviour of joints | 503 | |
Seismic demands on post-tensioned energy dissipating moment-resisting steel frames | 511 | |
Analytical studies of steel MRFs with CFT columns under earthquake loading conditions | 519 | |
Seismic response analysis of steel frame with mixed use of rigid and semi-rigid connections | 527 | |
Simplified non-linear dynamic response analysis on moment-resisting frames | 533 | |
Effect of vertical vibration on story drift, column axial force and beam acceleration of steel moment frames subjected to near-fault motions | 541 | |
Effects of higher modes and seismic frequency content on the accuracy of pushover analysis of steel frames | 547 | |
The influence of design criteria on the seismic reliability of steel frames | 551 | |
Effects of connection fracture on seismic system behavior of a simple steel moment frame | 559 | |
Seismic performance of ductile steel moment resisting frames designed according to Eurocode 3 and Eurocode 8. First step for Eurocode 8 calibration | 567 | |
Seismic response of steel frames with reduced beam sections | 577 | |
Low-cycle fatigue approach to damage assessment of steel frames in seismic conditions | 585 | |
On pseudo-elastic provisions in structures with second-order geometric effects | 593 | |
Pure aluminium shear panels as passive control system for seismic protection of steel moment resisting frames | 599 | |
Determining optimal damper sizes in a steel frame structure using structural control concepts | 609 | |
Seismic behavior of steel MRFs with UHDNR structural dampers | 615 | |
A mathematical model of tall buildings with passive absorb systems under dynamic loadings | 621 | |
US design procedure of steel moment frames with viscous dampers | 627 | |
Semi-active magnetorheological dampers applied to a steel building | 633 | |
Steel dome structure with viscoelastic dampers for seismic damage mitigation | 641 | |
Seismic response of post-tensioned steel moment resisting frames with friction devices | 649 | |
Large-scale experimental validation of a design criterion for damped braced steel structures | 657 | |
Dynamic performance of steel buildings with the vibration control system using non-structural members | 663 | |
Structural consolidation work using tie-beams equipped with non-conventional linking devices | 673 | |
Seismic retrofitting of moment resisting frames using low yield steel panels as shear walls | 677 | |
Design criteria for RBS in MR frame retrofitting | 683 | |
Earthquake upgrading of R.C. frames by steel dissipating braces | 691 | |
Seismic performance of PR frames in areas of infrequent seismicity | 697 | |
Seismic retrofitting method for circular steel column members by CFRP | 703 | |
Seismic retrofitting of steel braced frames by using viscoelastic dissipative devices | 711 | |
Full-scale testing of different seismic upgrading metal techniques on an existing RC building | 719 | |
Dissipative steel structures for seismic up-grading of long-bay masonry buildings | 727 | |
Seismic retrofitting method for steel columns installing energy absorption segment | 737 | |
Cold-formed steel section cladding structures used in earthquake-resistant construction in Russia | 747 | |
The seismic protection of the Caracas-Tuy Medio railway in Venezuela | 753 | |
Seismic analysis and design of the 1 MW steel wind turbine towers at mount Kalogerovouni/Laconia | 759 | |
A simplified analysis of lateral movements of a suspended footbridge | 765 | |
Seismic behaviour of steel storage pallet racks | 769 | |
Shaking table tests on steel pallet racks | 775 |
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Add STESSA 2003 - Behaviour of Steel Structures in Seismic Areas : Proceedings of the 4th International Specialty Conference, Naples, Italy, 9-12 June 2003, Presenting a comprehensive overview of recent developments in the field of seismic resistant steel structures, this volume reports upon the latest progress in theoretical and experimental research into the area, and groups findings in the following key se, STESSA 2003 - Behaviour of Steel Structures in Seismic Areas : Proceedings of the 4th International Specialty Conference, Naples, Italy, 9-12 June 2003 to the inventory that you are selling on WonderClubX
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Add STESSA 2003 - Behaviour of Steel Structures in Seismic Areas : Proceedings of the 4th International Specialty Conference, Naples, Italy, 9-12 June 2003, Presenting a comprehensive overview of recent developments in the field of seismic resistant steel structures, this volume reports upon the latest progress in theoretical and experimental research into the area, and groups findings in the following key se, STESSA 2003 - Behaviour of Steel Structures in Seismic Areas : Proceedings of the 4th International Specialty Conference, Naples, Italy, 9-12 June 2003 to your collection on WonderClub |