Prosiding Seminar Nasional HAKI 2014: Indonesia Siaga Gempa, Medan

Ade Faisal, Ph.D

Abstract


Prosiding ini memuat sejumlah makalah yang membahas bidang ilmu kegempaan, mulai dari seismologi sampai dengan struktur bangunan. Makalah-makalah ini dipresentasikan pada Seminar Nasional HAKI 2014 di Medan.


Keywords


pemodelan, eksentristas, tarsi, respon tidak linear

Full Text:

PDF

References


Aryanto, A. (2008). Kinerja portal beton bertulang dengan dinding pengisi bata ringan terhadap beban gempa.

Tesis Magister, Institut Teknologi Bandung, Bandung.

Buonopane, S.G. dan White, R.N. (1999). Seismic evaluation of a masonsry in.filled reinforced concrete frame

by pseudodynamic testing, Technical Report MCEER-99-0001, University at Buffalo, State University of New York.

Hashemi, A., dan Mosalam, K.M. (2006). Shake-table experiment on reinforced concrete structure containing

masonry infill wall. Earthquake Engineering & Structural Dynamics, 35(14), 1827-1852.

Mehrabi, A. B., Benson Shing, P., Schuller, M. P., Noland, J. L. (1996). Experimental evaluation of masonry

infilled RC frames. J. Structural engineering, ASCE, 122(3), 228-237.

Paulay, T. (1996). seismic design for torsional response of ductile buildings, Bulletin of the New Zealand

Society for Earthquake Engineering, 29(3), 178-198.

Paulay, T. (1997). Are existing seismic torsion provision achieving the design aims. Earthquake Spectra, 13(2),

-279.

Stathopoulos, K.G. dan Anagnostopoulos, S.A. (2005). Inelastic torsion of multistorey buildings under

earthquake excitations. Earthquake Engineering & Structural Dynamics, 34, 1449-1465.

Saneinejad, A., dan Hobbs, B. ( 1995). Inelastic design of infilled frames. Journal of Structural

Engineering, 121(4), 634-650.

Tomazevic, M. ( 1999). Earthquake-resistant design of masonry building. Imperial College Press, London.


Refbacks

  • There are currently no refbacks.