ATC-40, Redwood City, CA, Applied Technology Council (ATC) (2009) NEHRP seismic design technical brief no. This is a preview of subscription content, log in to check access. Accessed 10 Dec 2013, Roeder CW, Carpenter JE, Taniguchi H (1988) Predicted ductility demands for steel moment resisting frames. SAC/BD-97/04, The Office of National Building Codes of Iran’s Ministry of Housing and Urban Development (2009) Chapter 10: Design and construction of steel structures. of Washington, Seattle, WA, USA, Somerville PG, Smith NF, Punyamurthula SS, Joseph I (1997) Development of ground motion time histories for Phase 2 of the FEMA/SAC Steel Project, SAC Joint Venture, Report no. NOTE: Here, for the column moment carrying capacity calculation, the. During past earthquakes column plastic hinges are more prominent than beam hinges which gives rise to global structural damage and high life threatening risk. SBF) satisfied all other code-prescribed requirements for an SMF. For each frame, the value of CBSR is varied by changing the yield strength of the material and/or by altering sizes of the columns. Required fields are marked *. 4 0 obj Jika pada suatu saat terjadi goncangan yang besar akibat gempa, kolom bangunan di desain akan tetap bertahan, sehingga orang- orang yang berada dalam Gedung masing mempunyai waktu untuk menyelamatka diri sebelum Bangunan roboh seketika. Final Report, Dept. For SMF, plastic hinges are expected to form in the beams (Figure D3.1a).
The values of the yield base shear and the inter-story drifts were found to depend more on the strength of the beams than the value of CBSR. The vulnerability of buildings and the damage caused by the earthquake are proportional.
endobj Keywords: strong column-weak beam, mixed frames, ultimate moment ratio 1. Zaghi, A.E., Soroushian, S., Itani, A. et al. Strong Column/Weak Beam Check.
Washington, DC, USA, Schneider SP, Roeder CW, Carpenter JE (1991) Seismic performance of weak-column strong-beam steel moment-resisting frames. 3 0 obj Eng Struct 25:637–653, Kuntz GL, Browning J (2003) Reduction of column yielding during earthquakes for reinforced concrete frames. The fragility relationships were used to calculate the design force modification factors needed for achieving a comparable probability of column yielding for different values of CBSR.
Basic principal of having strong column weak beam preference is essential for earthquake resistant structures for all construction types including concrete, steel, wood and prefabricated.
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