Performance of Force Based Design Versus Direct Displacement Based Design in Predicting Seismic Demands of Regular Concrete Special Moment Resisting Frames

Author:

Muljati Ima,Asisi Fransiscus,Willyanto Kevin

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference14 articles.

1. Departemen Pekerjaan Umum, Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non-gedung. Badan Standarisasi Nasional, Jakarta, 2012.

2. ASCE/SEI 7-10, Minimum design loads for buldings and other structures, American Society of Civil Engineers, Virginia, 2010.

3. M.J.N. Priestley, G.M. Calvi, and M.J. Kowalsky, Displacement-based seismic design of structures, IUSS Press, Pavia, 2007.

4. T.J. Sullivan, M.J.N. Priestley, and G.M. Calvi, A model code for the displacement-based seismic design of structures, IUSS Press, Pavia, 2012.

5. Eurocode 8, Design of structures for earthquake resistance, EN 1998 part 1, Comite Europeen de Normalisation, CEN, Brussels, 2004.

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