Truncated physical model for dynamic sensor networks with applications in high-resolution mobile sensing and BIGDATA

TJ Matarazzo, SN Pakzad - Journal of Engineering Mechanics, 2016 - ascelibrary.org
Historically, structural health monitoring (SHM) has relied on fixed sensors, which remain at
specific locations in a structural system throughout data collection. This paper introduces …

Postearthquake strength assessment of steel moment-resisting frame with multiple beam-column fractures using local monitoring data

TJ Matarazzo, M Kurata, H Nishino… - Journal of Structural …, 2018 - ascelibrary.org
Quantitative reports on postearthquake infrastructure condition are valuable to engineers,
building owners, local government entities, and the public. Despite their utility, sensor-based …

Sensitivity metrics for maximum likelihood system identification

TJ Matarazzo, SN Pakzad - ASCE-ASME Journal of Risk and …, 2016 - ascelibrary.org
This paper introduces a set of sensitivity metrics to be used along likelihood-based modal
identification methods. In maximum likelihood (ML) estimation theory, the precision of ML …

Building stones of the National Mall

RA Livingston, CA Grissom, EM Aloiz - 2015 - pubs.geoscienceworld.org
This guide accompanies a walking tour of sites where masonry was employed on or near
the National Mall in Washington, DC It begins with an overview of the geological setting of …

[PDF][PDF] Structural damage assessment of a five tiered Pagoda style temple in Nepal

RL Wood, ME Mohammadi, AR Barbosa… - … World Conference on …, 2017 - academia.edu
Abstract The April 2015 M7. 8 Gorkha Earthquake and its aftershocks caused extensive
damage to numerous cultural heritage sites throughout Nepal. While many structures …

Seismic fragility analysis of the smithsonian institute museum support center

X Chu, JM Ricles, SN Pakzad - Earthquake spectra, 2017 - journals.sagepub.com
This paper presents the seismic fragility assessment of the Smithsonian Institute Museum
Support Center (MSC), which sustained appreciable damage during the 2011 Virginia …

Probabilistic Seismic Performance Assessment of Low-Ductility Concentrically Braced Frames in East Coast US

X Chu - 2017 - search.proquest.com
The overall objective of this dissertation is to advance knowledge on the seismic behavior
and performance of low-ductility concentrically braced frames (CBF) in the mid-Atlantic east …

Assessment of the 2011 Virginia earthquake damage and seismic fragility analysis of the Washington Monument

SG Shahidi, SN Pakzad, JM Ricles… - Earthquake …, 2016 - journals.sagepub.com
This paper is concerned with prediction of the probability of occurrence associated with
various potential states of damage to the Washington Monument during future seismic …

[HTML][HTML] Geologic Framework for Seismic Hazards in Central Virginia

OSB Fault, D Muscovite, BPS Core - Geological Society of America Abstracts with … - usgs.gov
The Central Virginia seismic zone (CVSZ) comprises an area of~ 13,000 km2 in the central
Virginia Piedmont; seismicity in this zone is relatively frequent, but generally mild in …

[HTML][HTML] Geologic Framework for Seismic Hazards in Central Virginia Completed

OSB Fault, D Muscovite, BPS Core - Geological Society of America Abstracts with … - usgs.gov
The Central Virginia seismic zone (CVSZ) comprises an area of~ 13,000 km2 in the central
Virginia Piedmont; seismicity in this zone is relatively frequent, but generally mild in …