GROUND MOTION INTENSITY MEASURES FOR COLLAPSE CAPACITY PREDICTION: CHOICE OF OPTIMAL SPECTRAL PERIOD AND EFFECT OF SPECTRAL SHAPE

HASELTON, C.B., & BAKER, J.W.. (2006). GROUND MOTION INTENSITY MEASURES FOR COLLAPSE CAPACITY PREDICTION: CHOICE OF OPTIMAL SPECTRAL PERIOD AND EFFECT OF SPECTRAL SHAPE. PROCEEDINGS OF THE US NATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING, 8(-), 0-0. SID. https://sid.ir/paper/622834/en

HASELTON C.B., BAKER J.W.. GROUND MOTION INTENSITY MEASURES FOR COLLAPSE CAPACITY PREDICTION: CHOICE OF OPTIMAL SPECTRAL PERIOD AND EFFECT OF SPECTRAL SHAPE. PROCEEDINGS OF THE US NATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING[Internet]. 2006;8(-):0-0. Available from: https://sid.ir/paper/622834/en

C.B. HASELTON, and J.W. BAKER, “GROUND MOTION INTENSITY MEASURES FOR COLLAPSE CAPACITY PREDICTION: CHOICE OF OPTIMAL SPECTRAL PERIOD AND EFFECT OF SPECTRAL SHAPE,” PROCEEDINGS OF THE US NATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING, vol. 8, no. -, pp. 0–0, 2006, [Online]. Available: https://sid.ir/paper/622834/en