Seismic shear forces in cantilever wall systems

• Autorzy: Ritenberg A. , Nsieri E. , Levy R.
• Języki publikacji: EN

Słowa kluczowe

EN

seismic shear forces; cantilever wall system; vibration on isolated walls; schear force distribution; systems with several walls

PL

sejsmika; konstrukcja budowlana; budynki wielopiętrowe; ściany budynków; badania wytrzymałościowe

• Wydawca: Oficyna Wydawnicza Politechniki Opolskiej
• Czasopismo: Zeszyty Naukowe. Budownictwo / Politechnika Opolska
• Rocznik: 2003
• Tom: z. 47
• Strony: 43--57
• Opis fizyczny: Bibliogr. 15 poz., rys., tab., wykr.

Twórcy

autor

Ritenberg A.

• Technion - Israel Institute of Technology

autor

Nsieri E.

• Technion - Israel Institute of Technology

autor

Levy R.

• Technion - Israel Institute of Technology

Bibliografia

• [1] BLAKELEY, R. W. G., COONEY, R. C. and MEGGET, L. M. (1975). „Seismic shear loading at flexural capacity in cantilever wali structures.” Bulletin New Zealand National Society Earthąuake Engineering, 8, 278- 290.
• [2] CARR, A. J. (2000) „RUAUMOKO - Program for inelastic dynamie analysis”. Department of Civil Engineering, University of Canterbury, Christchurch
• [3] DERECHO, A.T. et al. (1981). „Structural walls in earthquake resistant buildings, dynamie analysis of isolated structural walls - development of design procedurę, design force level”. Finał Report to the National Science Foundation ASRA, Construction Technology Laboratories, PCA, Skokie III, July.
• [4] Eurocode 8, (1995). Earthquake resistant design of structures, Pt. 1.3 General rules - specific rules for various matcrials and elements (ENV 1998), CEN, Brussels.
• [5] IBC (2000). „International Building Code”. International Code Council, Falls Church, Virginia.
• [6] KEINTZEL, E. (1984). „Ductility requirements for shear wali structures in seismic areas”. Proc. 8th World Conf. Earthq. Engng., Vol. 4, pp. 671- 677, San Francisco.
• [7] NBCC (1995). „National Building Code of Canada”. Associate Committee on the National Building Code. National Research Council of Canada, Ottawa, Ont.
• [8] New Zealand Standards Association (1982,1995). „NZS 3101 Code of Practice for the design of Concrete Structures (Parts 1 & 2)”. Standards Association ofNew Zealand, Wellington.
• [9] NSIERI, E. (2003). „The seismic nonlincar behaviour of ductile reinforced concrete cantilever wali systcms”, M.Sc. thesis in preparation, Technion - Israel Institute of Technology, Haifa, Israel.
• [10] PAULAY, T. (2001). „Seismic responsc of structural walls: recent developmenls”. Canadian Journal of Civil Engineering, 28, 972-937.
• [11] Paulay, T. & Restrcpo, J. (1998). „Displacement and ductility compatibility in buildings with mixed structural systems”. Journal New Zealand Structural Engieering Society, 11(1), 7-12.
• [12] RUTENBERG, A. & LEIBOVICH, E. (2002). „On the lateral force distribution among structural walls in multistorey buildings”. Bulletin New Zealand National Society Earthąuake. Engineering. 35(4).
• [13] SEAOC (1999). „Recommended lateral force requirements and commentary”. Structural Engincers Association of California”. Sacramento, Calif.
• [14] SENEVIRATNA, G. D. P. K. and KRA WINKLER, H. (1994). „Strength and displacement demands for seismic design of structural walls”. Proc. 5"' US Natl. Conf. Earthq. Engng., Vol.2, pp. 181-190, Chicago.
• [15]SOMERVILLE, P. et al. (1997). „Development of ground motion time histories for Phase 2 of the FEMA/SAC Steel project”. Report SAC/BD- 97/4, SAC Joint Yenture, Sacramento, Califys, In: 15th ASCE Engineering Mechanics Conference, 2002, Columbia University, New York, pp. 439/1-12.