Robert L. Nigbor
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Six-degree-of-freedom ground-motion measurement
RL Nigbor
Bulletin of the Seismological Society of America 84 (5), 1665-1669, 1994
A novel approach for the structural identification and monitoring of a full-scale 17-story building based on ambient vibration measurements
RD Nayeri, SF Masri, RG Ghanem, RL Nigbor
Smart Materials and Structures 17 (2), 025006, 2008
Lateral performance of full-scale bridge abutment wall with granular backfill
A Lemnitzer, ER Ahlberg, RL Nigbor, A Shamsabadi, JW Wallace, ...
Journal of Geotechnical and Geoenvironmental Engineering 135 (4), 506-514, 2009
A pitfall in shallow shear-wave refraction surveying
J Xia, RD Miller, CB Park, E Wightman, R Nigbor
Journal of applied geophysics 51 (1), 1-9, 2002
Application of a web-enabled real-time structural health monitoring system for civil infrastructure systems
SF Masri, LH Sheng, JP Caffrey, RL Nigbor, M Wahbeh, ...
Smart Materials and Structures 13 (6), 1269, 2004
Dynamic stiffness and damping of a shallow foundation from forced vibration of a field test structure
S Tileylioglu, JP Stewart, RL Nigbor
Journal of Geotechnical and Geoenvironmental Engineering 137 (4), 344-353, 2011
Laboratory and field testing of commercial rotational seismometers
RL Nigbor, JR Evans, CR Hutt
Bulletin of the Seismological Society of America 99 (2B), 1215-1227, 2009
Classification and prioritization of essential systems in hospitals under extreme events
RC Myrtle, SF Masri, RL Nigbor, JP Caffrey
Earthquake Spectra 21 (3), 779-802, 2005
The suspension PS velocity logging method
RL Nigbor, T Imai
Geophysical characterization of sites, 57-61, 1994
3D viscoelastic wave propagation in the Upper Borrego Valley, California, constrained by borehole and surface data
KB Olsen, R Nigbor, T Konno
Bulletin of the Seismological Society of America 90 (1), 134-150, 2000
Site selection, preparation and installation of seismic stations
A Trnkoczy, P Bormann, W Hanka, LG Holcomb, RL Nigbor
New Manual of Seismological Observatory Practice (NMSOP), 1-108, 2009
Method for calculating self-noise spectra and operating ranges for seismographic inertial sensors and recorders
JR Evans, F Followill, CR Hutt, RP Kromer, RL Nigbor, AT Ringler, ...
Seismological research letters 81 (4), 640-646, 2010
Full scale cyclic testing of foundation support systems for highway bridges. Part II: Abutment backwalls
JP Stewart, E Taciroglu, JW Wallace, ER Ahlberg, A Lemnitzer, C Rha, ...
A Total Strain Based Hysteretic Material Model for 2D Planar Reinforced Concrete Structures
GJ Yun, TG Harmon, SJ Dyke, M So
Structures Congress 2008: Crossing Borders, 1-10, 2008
A simplified procedure to measure average shear-wave velocity to a depth of 30 meters (VS30)
LT Brown, JG Diehl, RL Nigbor
Proceedings,. 12th World Conference on Earthquake Engineering, 2000
Seismic damage mitigation concepts for art objects in museums
MS Agbabian, SF Masri, RL Nigbor, WS Ginell
Proceeding of ninth world conference on earthquake engineering, 1988
Ambient and forced vibration testing of a reinforced concrete building before and after its seismic retrofitting
S Soyoz, E Taciroglu, K Orakcal, R Nigbor, D Skolnik, H Lus, E Safak
Journal of Structural Engineering 139 (10), 1741-1752, 2013
Two years' experience using OASIS real-time remote condition monitoring system on two large bridges
RL Nigbor, JG Diehl
International Workshop on Structural Health Monitoring, 410-417, 1997
Engineering analysis of measured rotational ground motions at GVDA, , Volume 87, August 2016, Pages 125-137
J Yin, R Nigbor, Q Chen, J Steidl
Soil Dynamics and Earthquake Engineering 87 (August 2016), 125-137, 2016
Evaluation of-earthquake uamage mitigation methods for museum objects
MS Agbabian, WS Ginell, SF Masri, RL Nigbor
Studies in conservation 36 (2), 111-120, 1991
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