Seismic Response of Rigid-Block Assemblies: Experimental Studies and Validation of Discreet Element Numerical Tools

University Of California-Berkeley, Berkeley CA

Investigators

Abstract

Recent shake table tests on wine-barrel stacks have revealed several dislocation patterns and various modes of failure including sliding or rocking of the entire stack, sliding or rocking of an upper portion of the stack, lift-off of the top barrels and in few occasions appreciable twisting of the stack around its vertical axis. While initial observations suggested a chaotic response, further examination of the experimental results indicate that the dynamic response of rigid-block assemblies might be much more ordered than initially thought. Order emerges when the response of the block assembly is correlated with the appropriate parameters of the excitation (not just the acceleration level) and the appropriate parameters of the configuration of the entire assembly as well as these of the individual blocks. The need to improve our understanding of the dynamic response of rigid-block assemblies motivated the study proposed herein. The main objectives of this grant are: (a) to experimentally verify theoretical findings on the rocking response of single blocks; (b) to validate the performance of existing discrete and finite element software to analyze the dynamic response of rigid-block assemblies; and (c) establish a dependable procedure that engineers can use with confidence to estimate the earthquake response of rigid-block assemblies. In this project we first propose a series of shake table experiments on single free-standing and anchored blocks to validate recent theoretical findings on their rocking response under ground shaking. The study will examine the ability of numerical tools to predict the overall dislocation patterns and the appropriate model of failure and will document their advantages and limitations. Finally the most dependable existing software will be used to construct a set of drift, rotation and overturning spectra for a family of rigid-block assemblies of interest. It is expected that the study will establish a practical procedure for estimating the earthquake response of rigid-block assemblies and provide practical retrofit recommendations for enhancing their earthquake resistance.