Published October 2019 | Version v1
Journal article

Mapping of ground motion amplifications for the Fraser River delta in Greater Vancouver, Canada

Creators

  • 1. Ulsan National Institute of Science and Technology (Korea, Republic of)

Description

The Fraser River delta in Greater Vancouver, Canada consists of deep soft deposits of silts and clays, and it is well known that the deep soil deposits can amplify the low frequency contents of ground motions. This study aims to investigate the effects of deep soil deposits in the delta on ground motion amplifications by using thorough site response simulations that account for the full soil profiles and a suite of recorded ground motions that covers a wide range of intensity levels. Based on both equivalent-linear and nonlinear site response simulations, the effects of soil depth (represented by natural period of the soil, TS) on ground motion amplifications for various spectral periods are clearly demonstrated. The ground motion amplification maps for various spectral periods and rock ground motion intensity levels are also generated to be used in the regional seismic hazard assessment for infrastructure. It is found that ground motions for long periods are substantially amplified in the center of the delta, while those for short periods are de-amplified when input rock motions are large.

Additional details

Identifiers

Publishing Information

Journal Title
Earthquake Engineering and Engineering Vibration
Journal Volume
18
Journal Issue
4
Journal Page Range
p. 703-717
ISSN
1671-3664

INIS

Country of Publication
China
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
54096607
Subject category
S58: GEOSCIENCES;
Descriptors DEI
AMPLIFICATION; CLAYS; COMPUTERIZED SIMULATION; DEPOSITS; FRASER RIVER; GROUND MOTION; MAPS; NONLINEAR PROBLEMS; NOVA SCOTIA; RIVER DELTAS; ROCKS; SILT; SOILS
Descriptors DEC
CANADA; COASTAL REGIONS; DEVELOPED COUNTRIES; MINERALS; MOTION; NORTH AMERICA; RIVERS; SILICATE MINERALS; SIMULATION; SURFACE WATERS

Optional Information

Copyright
Copyright (c) 2019 Institute of Engineering Mechanics, China Earthquake Administration