References
- ASCE/SEI 7–05. 2006.Minimum Design Loads for Building and Other Structures. Reston, VI: Taylor & Francis.
- Bartera, F., and R. Giacchetti. 2004. “Steel Dissipating Braces for Upgrading Existing Building Frames.” Journal of Constructional Steel Research 60 (3–5): 751–769.
- Black, C. J., N. Makris, and I. D. Aiken. 2004. “Component Testing, Seismic Evaluation and Characterization of Buckling Restrained Braces.” Journal of Structural Engineering 130 (6): 880–894.
- Computers and Structures, Inc. 2007. CSI Analysis Reference Manual. Berkeley, CA: Taylor & Francis.
- Constantinou, M., P. Tsopelas, W. Hammel, and A. N. Sigaher. 2001. “Toggle Brace Damper Seismic Energy Dissipation Systems.” Journal of Structural Engineering 127 (2): 105–112.
- Fahnestock, L. A., J. M. Ricles, and R. Sause. 2007a. “Seismic Response and Performance of Buckling-Restrained Braced Frames.” Journal of Structural Engineering 133 (9): 1195–1204.
- Fahnestock, L. A., J. M. Ricles, and R. Sause. 2007b. “Experimental Evaluation of a Large-Scale Buckling-Restrained Braced Frame.” Journal of Structural Engineering 133 (9): 1205–1214.
- Farzad, N., A. Arzhang, and P. Shaharam. 2004. “Selection and Scaling of Ground Motion Time Histories for Structural Design Using Genetic Algorithm.” Earthquake Spectra 20 (2): 413–426.
- Federal Emergency Management Agency. 2000. State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking (FEMA 355C). Washington, DC: Taylor & Francis.
- Federal Emergency Management Agency. 2006. Next Generation Performance Based Seismic Design Guidelines (FEMA 445). Washington, DC: Taylor & Francis.
- IS: 800. 2007. General Construction in Steel–Code of Practice. NewDelhi: Taylor & Francis
- IS: 875 (Part I, II , III). 1987. Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures. NewDelhi: Taylor & Francis.
- IS: 1893 (Part I). 2002. Criteria for Earthquake Resistant Design of Structures. NewDelhi: Taylor & Francis.
- Magar Patil, H. R., and R. S. Jangid. 2012. “Seismic Assessment of Steel Moment Resisting Frame with and Without Masonry Walls.” Proceeding of International Conference on Structural and Civil Engineering, Bangalore, August 3–4.
- Magar Patil, H. R., and R. S. Jangid. 2013. “Seismic Vulnerability Assessment of Steel Moment Resisting Frame Due to Infill Masonry Wall, Variation in Column Size and Horizontal Buckling Restrained Braces.” International Journal of Civil and Environmental Engineering 2 (1): 20–27.
- Marshall, J. D., and F. A. Charney. 2009. “Dynamic Response of Steel Moment-Frame Structures with Hybrid Passive Control Systems, ATC & SEI 2009.” Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, San-Francisco, CA, December 9–11.
- Marshall, J. D., and F. A. Charney. 2010. “A Hybrid Passive Control Device for Steel Structures: Development and Analysis.” Journal of Constructional Steel Research 66 (10): 1287–1294.
- Marshall, J. D., and F. A. Charney. 2012. “Seismic Response of Steel Frame Structures with Hybrid Passive Control Systems.” Earthquake Engineering and Structural dynamics 41 (4): 715–733.
- Mazza, F., and A. Vulcano. 2011. “Control of the Earthquake and Wind Dynamic Response of Steel Framed Buildings by Using Additional Braces and/or Viscoelastic Dampers.” Earthquake Engineering & Structural Dynamics 40 (2): 155–174.
- Sorace, S., and G. Terenzi. 2008. “Seismic Protection of Frame Structures by Fluid Viscous Damped Braces.” Journal of Structural Engineering 134 (1): 45–55.
- Symans, M., F. Charney, A. Whittaker, M. Constantinou, M. Kircher, M. Johnson, and R. J. McNamara. 2008. “Energy Dissipation Systems for Seismic Applications: Current Practice and Recent Developments.” Journal of Structural Engineering 134 (1): 3–21.