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1.
In this study, two designs for a buoy capable of supporting a 10 kW wind turbine and its tower were developed to operate at the University of New Hampshire’s Center of Ocean Renewable Energy testing site located off the Isles of Shoals, New Hampshire. The buoys are to be moored by a catenary chain system. To evaluate wave response, two Froude-scaled models were constructed, tested, and compared at the Ocean Engineering wave tank at the University of New Hampshire. These buoys have been implemented and compared with wave tank measurements of the spar displacement at a reference elevation 2.44 m above the mean water level. 相似文献
2.
Mufide Banar Barbaros Murat Kose Aysun Ozkan Ilgın Poyraz Acar 《Environmental Geology》2009,58(5):1143-1144
This rebuttal was written in response to the rebuttal of the paper “choosing a municipal landfill site by analytic network
process” published in 2007 by M. Sagir. This study was conducted as an application for the landfill site selection in the
environmental engineering discipline. Since ANP was only the “instrument” used in our study, the details of this existing
methodology were referenced, and not presented, due to page limitations and to match the content of the journal. Responses
to M. Sagir’s comments are discussed within the body of this rebuttal. 相似文献
3.
This paper is concerned with the vibrations of a thin plate resting on a fluid-layer subjected to a moving point force. The frequency is assumed to be low and the fluid is deep. Both the fluid and the point force are always in contact with the plate. Hankel Transform and complex integration techniques are used to calculate the lateral displacements withrespect to a moving coordinate system and a coordinate transformation is used to achieve the results with respect to a fixed point. Numerical results are discussed with respect to the velocity of the moving force, its direction of movement and the fluid depth. 相似文献
4.
M. Barbaros Okan 《Ocean Engineering》1982,9(2):127-134
This paper is concerned with the vibrations of an orthotropic rectangular plate with one edge free while the rest are elastically restrained against rotation. The plate is assumed to be thin and its vibration amplitudes small. The plate is in contact with an ideal fluid of infinite extent and the plate-fluid interaction is considered to be quasi-coupled. The calculations are carried out by the Ritz method and the fundamental frequencies for the free and damped vibrations of the rectangular plate are presented. The fluid effect upon the fundamental frequency is briefly discussed. 相似文献
5.
6.
This work seeks to understand the variability of warm and cool events during summer in Turkey. Daily maximum air temperature data from 97 weather stations were analyzed to determine percentile threshold values (99th, 95th, 90th, 1st, 5th, and 10th) at each station. Trends in the percentile values were determined using the Mann–Kendall trend test. The analysis demonstrates an increase in frequency of warm, hot, and extremely hot days, whereas cool, cold, and extremely cold days show a decreasing trend. Increasing trends are statistically significant at the 0.05 and 0.01 levels for 13 and 46% of the stations, respectively. Significant decreasing trends have been detected at 0.05 and 0.01 levels for 19 and 15% of 97 stations, respectively. Analysis of the observations shows that the number of warm and hot event started to increase in the 1970s. Warm events are comparatively more numerous than cold events in western and southern parts of the country. 相似文献
7.
Choosing a municipal landfill site by analytic network process 总被引：2，自引：1，他引：2
Mufide Banar Barbaros Murat Kose Aysun Ozkan Ilgin Poyraz Acar 《Environmental Geology》2007,52(4):747-751
In this study, analytic network process (ANP), one of the multi-criteria decision making (MCDM) tools has been used to choose
one of the four alternative landfill sites for the city of Eskisehir, Turkey. For this purpose, Super Decision Software has
been used and benefit opportunity cost and risk (BOCR) analysis has been done to apply ANP. In BOCR analysis, each alternative
site has been evaluated in terms of its benefits, costs and risks; the opportunity cluster has been examined under the benefit
cluster. In this context, technical, economical and social assessments have been done for the site selection of sanitary landfill.
Also, results have been compared with analytic hierarchy process (AHP) which is another MCDM technique used in the study conducted
before. Finally, the current site has been determined as the most appropriate site in both methods. These methods have not
been commonly used in the discipline of environmental engineering but it is believed to be an important contribution for decision
makers. 相似文献
8.
王欣欣 M. Robinson SWIFT Tobias DEWHURST Igor TSUKROV Barbaros CELIKKOL Carter NEWELL 《海洋工程》2015,29(3):431-444
To investigate the dynamics of submersible mussel rafts, the finite element program Aqua-FE?, developed by the University of New Hampshire (UNH), was applied to rafts moored at the surface and submerged. The submerged configuration is used to reduce wave forcing and to avoid contact with floating ice during winters in northern waters. Each raft consists of three pontoons connected by a grid framework. Rafts are intended to support densely spaced mussel ropes hung from the framework. When submerged, the pontoons are flooded, and the raft is held vertically by floats attached by lines. The computer models were developed in Aqua-FE? to simulate the effects of waves and current. They were validated by comparison with wave tank results by use of a 1/10 scale raft physical model. Comparisons showed good agreement for the important heave (vertical) and pitch (rotational) motions, though there was a tendency towards conservative results for wave and current drag. Full-scale simulations of surface and submerged single raft and two rafts connected in tandem were performed. Submerged raft wave response was found to be reduced relative to that at the surface for both the single and two-raft configurations. In particular, the vertical motion of mussel rope connection points was significantly reduced by submergence, resulting in reduced potential for mussel drop-off. For example, the maximum vertical velocities of mussel rope attachment points in the submerged two raft case were 7%?20% of the corresponding velocities when at the surface. 相似文献
9.
Yu Qian Wang Chaofeng McKenna Frank Yu Stella X. Taciroglu Ertugrul Cetiner Barbaros Law Kincho H. 《地震工程与工程振动(英文版)》2020,19(4):827-838
Rapid and accurate identification of potential structural deficiencies is a crucial task in evaluating seismic vulnerability of large building inventories in a region. In the case of multi-story structures, abrupt vertical variations of story stiffness are known to significantly increase the likelihood of collapse during moderate or severe earthquakes. Identifying and retrofitting buildings with such irregularities—generally termed as soft-story buildings—is, therefore, vital in earthquake preparedness and loss mitigation efforts. Soft-story building identification through conventional means is a labor-intensive and time-consuming process. In this study, an automated procedure was devised based on deep learning techniques for identifying soft-story buildings from street-view images at a regional scale. A database containing a large number of building images and a semi-automated image labeling approach that effectively annotates new database entries was developed for developing the deep learning model. Extensive computational experiments were carried out to examine the effectiveness of the proposed procedure, and to gain insights into automated soft-story building identification.
相似文献10.
The formation of a shoal was investigated in the Piscataqua River, New Hampshire, which is a well-mixed channel with low freshwater flow and tidal currents up to 2.3 m s?1. Observations of sediment characteristics, bathymetry, and bottom current were made, and theory was used to predict bedload transport. Sediment sampling showed the bottom material to be coarse sand and gravel, and sidescan sonar revealed large sand waves directed upriver at the shoal. Bottom current measurements were made along transects upriver and downriver of the shoal and downriver of an adjacent deepwater area that was also studied for comparison. Bedload flux inferred from current measurements using the Brown-Einstein theory indicated that transport is generally directed upriver. Sediment budget calculations showed the shoal area to be depositional before, immediately after, and subsequent to a dredging operation at rates of 0.36 m yr?1, 1.06 m yr?1, and 0.35 m yr?1, respectively. Predredge and subsequent rates were consistent with the historical record of removal by dredging at the shoal. 相似文献