Advances in Seismic Design Methodologies - Earthquake Engineering for Structural Design - page 446

446 Earthquake Engineering for Structural Design

Figure 9.40 Pounding effect on buildings (FEMA 74, 2005)

9.6 REFERENCES

Almeida, R., Caneiro-Barros, R. (2003). A “new” multimode load pattern for
pushover analysis: the effect of higher modes of vibration. Earthquake Resistant
Engineering Structures IV, Ancona , 3-13
Aoki,Y., Ohashi, Y., Fujitani, H., Saito, T., Kanda, J., Emoto, T., Kohno, M.
(2000): Target seismic performance levels in structural design for buildings. In 12

th
World Conference on Earthquake Engineering, Auckland, 30 January-4 February 2000,
Paper No. 0652
Archer, G.C. (2001): A constant displacement iteration algorithm for non-linear
static push-over analysis. Electronic Journal of Structural Engineering, Vol. 2
Ballio, G. (1985): ECCS approach for the design of steel structures to resist
earthquakes. Symposium on Steel Buildings, Luxembourg, IASE-AIPC-IVBH Report,
Vol. 48, 313-380
Bertero, V.V. (1996a): State-of-the-art in design criteria. In 11

th

World Conference
on Earthquake Engineering, Acapulco, 23-28 June 1996, Paper No. 2005
Bertero, V.V. (1996b): The need for multi-level seismic criteria. In 11

th

World
Conference on Earthquake Engineering, Acapulco, 23-28 June 1996, Paper No. 2120
Bertero R.D., Bertero, V.V. (2000): Application of a comprehensive approach for
the performance-based earthquake-resistant design buildings. In 12 th World
Conference on Earthquake Engineering, Auckland, 30 January-4 February 2000, Paper
No. 0847
Bommer J.J., Elnashai, A.S. (1999): Displacement spectra for seismic design.
Journal of Earthquake Engineering, Vol. 3, No. 1, 1-32
Borcherdt R.D. (1994): Estimate of site-dependent response spectra for design
(methodology and justification). Earthquake Spectra, Vol. 10, No. 4, 617-653