Design concepts for damage-free seismic-resistant self-centering steel concentrically braced frames

Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role

Volumn , Issue , 2009, Pages 1421-1430

  Roke, David ^a   Sause, Richard ^a   Ricles, James M ^a   Gonner, Nathaniel ^a  

^a LEHIGH UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYSIS RESULTS; BRACED FRAME; CONCENTRICALLY BRACED FRAMES; DAMAGE-FREE; DESIGN CONCEPT; DESIGN METHOD; DRIFT CAPACITY; HIGH STRENGTH; HIGHER MODE; INTERNAL FORCES; LATERAL LOADING; LATERAL LOADS; LOW LEVEL; MEMBER FORCES; MODAL DECOMPOSITION; MODE RESPONSE; NON-LINEAR; OVERTURNING MOMENT; POSTTENSIONING; PRE-STRESS; RESEARCH PROGRAMS; RESTORING FORCES; RIGID BODY ROTATION; ROCKING RESPONSE; SEISMIC LOADINGS; SELF CENTERING; STRUCTURAL DAMAGES;

DYNAMIC ANALYSIS; PHOTOTRANSISTORS; SEISMIC DESIGN; SEISMOLOGY; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

LOADS (FORCES);

EID: 69949154336     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41031(341)155     Document Type: Conference Paper

References (14)

1. Building Seismic Safety Council (BSSC), (2003). NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, FEMA 450, National Institute of Building Sciences, Washington, D.C.
2. Der Kiureghian, A. (1980). "Structural Response to Stationary Excitation, " Journal of the Engineering Mechanics Division, Proceedings of the American Society of Civil Engineers, 106(EM6), 1195-1213.
3. Fahnestock, L.A., R. Sause, J.M. Ricles, and L.-W. Lu, (2003). "Ductility Demands on Buckling Restrained Braced Frames Under Earthquake Loading, " Journal of Earthquake Engineering and Engineering Vibration, 2(2), 255-268.
4. Garlock, M.M., J.M. Ricles, and R. Sause, (2005). "Experimental Studies on Full-Scale Post-Tensioned Steel Connections, " ASCE Journal of Structural Engineering, 131(3), 438-448.
5. International Code Council (ICC), (2003). International Building Code, ICC, Falls Church, VA
6. Kurama, Y., R. Sause, S. Pessiki, and L.-W. Lu, (2002). "Seismic Response Evaluation of Unbonded Post-Tensioned Precast Walls, " ACI Structural Journal, 99(5), 641-651.
7. Pekcan, G., J.B. Mander, and S. Chen, (2000). "Experiment on Steel MRF Building with Supplemental Tendon System, " ASCE Journal of Structural Engineering, 126(4), 437-444.
8. Perez, F.J., S. Pessiki, R. Sause, and L.-W. Lu, (2003). "Lateral Load Tests of Unbonded Post-Tensioned Precast Concrete Walls, " Large-Scale Structural Testing (ACI SP-211), 161-182.
9. Ricles, J.M., R. Sause, M. Garlock, and C. Zhao, (2001). "Post-Tensioned Seismic-Resistant Connections for Steel Frames, " ASCE Journal of Structural Engineering, 127(2), 113-121.
10. Ricles, J.M., R. Sause, S.W. Peng, and L.-W. Lu, (2002). "Experimental Evaluation of Earthquake Resistant Post-Tensioned Steel Connections, " ASCE Journal of Structural Engineering, 128(7), 850-859.
11. Rojas, P., J.M. Ricles, and R. Sause, (2005). "Seismic Performance of Post-Tensioned Steel Moment Resisting Frames with Friction Devices, " ASCE Journal of Structural Engineering, 131(4), 529-540.
12. th International Conference on Earthquake Engineering, Taipei, Taiwan.
13. Seo, C.-Y., and R. Sause, (2005a). Influence of Ground Motion Characteristics and Structural Parameters on Seismic Responses of SDOF Systems, Ph.D. Thesis, Lehigh University, Bethlehem, PA.
14. Seo, C.-Y., and R. Sause, (2005b). "Ductility Demands on Self-Centering Systems under Earthquake Loading, " ACI Structural Journal, 102(2), 275-285.