Zobrazeno 1 - 10
of 87
pro vyhledávání: '"Glenn J. Rix"'
Autor:
Camilius Kofi Amevorku, Ronald D. Andrus, Glenn J. Rix, Clinton P. Carlson, Ivan Wong, Nadarajah Ravichandran, Vishnu Saketh Jella, Nicholas E. Harman
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a14ec3858ebac3debff304cec7e4366
https://doi.org/10.2139/ssrn.4326371
https://doi.org/10.2139/ssrn.4326371
Publikováno v:
Earthquake Spectra. 32:267-284
Ports play a critical role in transportation infrastructure but are vulnerable to seismic hazards. Downtime and reduced throughput from seismic damage in ports results in significant business interruption losses for port stakeholders. Managing risks
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Publikováno v:
Earthquake Spectra. 30:1511-1529
Seaports are important drivers of regional economies, and many face seismic risks. This study examines whether and how North American seaports consider, have engaged in, or have the capacity to effectively plan, manage, and mitigate seismic risks. Of
Publikováno v:
Journal of Structural Engineering. 139:1395-1407
Seismic performance evaluation of wharf structures constitutes the core of the vulnerability assessment of seaport infrastructure exposed to seismic events. Because this performance will depend on complex interactions between the surrounding potentia
Develop a Greater Understanding of How and Why Surface Wave Testing WorksUsing examples and case studies directly drawn from the authors'experience, Surface Wave Methods for Near-Surface Site Characterization addresses both the experimental and theor
Publikováno v:
Journal of Earthquake Engineering. 16:579-594
This study develops seismic fragility curves for vertical-pile-supported wharves commonly found in the western United States. Nonlinear time-history analyses of a two-dimensional numerical model under two ground motion suites are performed. The resul
Publikováno v:
Earthquake Spectra. 28:729-757
Many existing pile-supported marginal wharves within ports along the West Coast of the United States were designed in the late 1960s and early 1970s using the seismic design criteria available then, which were much less robust than the current criter