The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings

D Celarec, M Dolšek - Engineering Structures, 2013 - Elsevier
Simplified procedures have been used for the estimation of seismic response parameters by
considering the epistemic uncertainties for an older reinforced concrete frame, and for two …

Novel perspective of seismic performance-based evaluation and design for resilient and sustainable slope engineering

M Xiong, Y Huang - Engineering geology, 2019 - Elsevier
The performance-based seismic assessment and design concept has been applied
successfully to superstructures. To promote the development and extension of performance …

Seismic risk assessment of reinforced concrete bridges in flood-prone regions

S Banerjee, G Ganesh Prasad - Structure and Infrastructure …, 2013 - Taylor & Francis
This article presents a conditional seismic risk evaluation framework of bridges located in
seismically active flood-prone regions. Flood-induced bridge scour causes loss of lateral …

Developing fragility curves for a pile-supported wharf

JS Chiou, CH Chiang, HH Yang, SY Hsu - Soil dynamics and earthquake …, 2011 - Elsevier
This study proposes a procedure for developing seismic fragility curves for a pile-supported
wharf. A typical pile-supported wharf, as commonly used in the ports of Taiwan, is chosen for …

Fragility analysis of pile-supported wharves and piers exposed to storm surge and waves

GP Balomenos, JE Padgett - … of Waterway, Port, Coastal, and Ocean …, 2018 - ascelibrary.org
Ports are located in areas often susceptible to storm surge and flooding from severe storms
as well as the potential impacts of climate change, such as sea level rise. Although there is a …

Fragility estimation and sensitivity analysis of an idealized pile-supported wharf with batter piles

H Heidary-Torkamani, K Bargi, R Amirabadi… - Soil Dynamics and …, 2014 - Elsevier
Highlights•Seismic vulnerability assessment of an idealized pile-supported wharf is
assessed.•Analytical fragility curves are developed for the wharf under study.•Incremental …

Seismic performance of block-type quay walls with liquefiable calcareous sand backfill

H Liu, JM Zhang, X Zhang, R Wang - Soil Dynamics and Earthquake …, 2020 - Elsevier
Block-type gravity quay walls are widely used in remote oceanic regions due to their cost
and construction efficiency, where backfill and foundation soil often consist of liquefiable …

PDEM-based stochastic seismic response analysis of sites with spatially variable soil properties

H Hu, Y Huang - Soil Dynamics and Earthquake Engineering, 2019 - Elsevier
The spatial variability of soil properties has a significant effect on the seismic responses of
sites. Considering that the probability density evolution method (PDEM), an efficient …

Optimum design for external seismic stability of geosynthetic reinforced soil walls: reliability based approach

BM Basha, GLS Babu - Journal of geotechnical and …, 2010 - ascelibrary.org
In this paper, an analytical study considering the effect of uncertainties in the seismic
analysis of geosynthetic-reinforced soil (GRS) walls is presented. Using limit equilibrium …

Effect of soil parameter uncertainty on seismic demand of low-rise steel buildings on dense silty sand

P Raychowdhury - Soil Dynamics and Earthquake Engineering, 2009 - Elsevier
Focusing on low-rise steel buildings supported by shallow isolated foundations on dense
silty sand, this study demonstrates the effect of uncertainty in soil parameters on seismic …