Nakhorn Poovarodom

Nakhorn Poovarodom


Research Focus & Metrics

Academic Career Length

28Years (1999-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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2 June 2022 in Automation in Construction
Verified
Journal Article
Closed access
PTPhromphat Thansirichaisree
Phromphat Thansirichaisree
ABApichat Buatik
Apichat Buatik
HMHisham Mohamad
Hisham Mohamad
Mingliang ZhouMingliang Zhou
Mingliang Zhou
SKSirisilp Kongsilp
Sirisilp Kongsilp
NPNakhorn Poovarodom
Nakhorn Poovarodom

6 March 2003 in Earthquake Engineering & Structural Dynamics
Verified
Journal Article
Closed access
PDF file
NPNakhorn Poovarodom
Nakhorn Poovarodom
SKSopak Kanchanosot
Sopak Kanchanosot
PWPennung Warnitchai
Pennung Warnitchai

1 May 2018 in Engineering Geology
Verified
Journal Article
Closed access
APA. Pagliaroli
A. Pagliaroli
VAV. Aprile
V. Aprile
DCD. Chamlagain
D. Chamlagain
GLG. Lanzo
G. Lanzo
NPNakhorn Poovarodom
Nakhorn Poovarodom

1 October 2001 in Engineering Structures
Verified
Journal Article
Closed access
HYH Yamaguchi
H Yamaguchi
MAMohammed Alauddin
Mohammed Alauddin
NPNakhorn Poovarodom
Nakhorn Poovarodom

15 May 2012 in Journal of Earthquake Engineering
Verified
Journal Article
Closed access
NPNakhorn Poovarodom
Nakhorn Poovarodom
NPNonthakorn Plalinyot
Nonthakorn Plalinyot

1 January 2022 in Journal of Seismology
Verified
Journal Article
Open access
PDF file
MAmichael asten
michael asten
AYAlan Yong
Alan Yong
Sebastiano FotiSebastiano Foti
Sebastiano Foti
KHKoichi Hayashi
Koichi Hayashi
AMAntony J. Martin
Antony J. Martin
DZDon Zhao
Don Zhao
Site response is a critical consideration when assessing earthquake hazards. Site characterization is key to understanding site effects as influenced by seismic site conditions of the local geology. Thus, a number of geophysical site characterization methods were developed to meet the demand for accurate and cost-effective results. As a consequence, a number of studies have been administered periodically as blind trials to evaluate the state-of-practice on-site characterization. We present results from the Consortium of Organizations for Strong Motion Observation Systems (COSMOS) blind trials, which used data recorded from surface-based microtremor array methods (MAM) at four sites where geomorphic conditions vary from deep alluvial basins to an alpine valley. Thirty-four invited analysts participated. Data were incrementally released to 17 available analysts who participated in all four phases: (1) two-station arrays, (2) sparse triangular arrays, (3) complex nested triangular or circular arrays, and (4) all available geological control site information including drill hole data. Another set of 17 analysts provided results from two sites and two phases only. Although data from one site consisted of recordings from three-component sensors, the other three sites consisted of data recorded only by vertical-component sensors. The sites cover a range of noise source distributions, ranging from one site with a highly directional microtremor wave field to others with omni-directional (azimuthally distributed) wave fields. We review results from different processing techniques (e.g., beam-forming, spatial autocorrelation, cross-correlation, or seismic interferometry) applied by the analysts and compare the effectiveness between the differing wave field distributions. We define the M index as a quality index based on estimates of the time-averaged shear-wave velocity of the upper 10 (VS10), 30 (VS30), 100 (VS100), and 300 (VS300) meters and show its usefulness in quantitative comparisons of VS profiles from multiple analysts. Our findings are expected to aid in building an evidence-based consensus on preferred cost-effective arrays and processing methodology for future studies of seismic site effects.