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181.
The present study deals with dynamic analysis of arch concrete dams, taking rotational components of earthquakes into account. A modified methodology was used to evaluate the rotational components of the earthquake. The translational components of the earthquake have been used in to obtain the rotational components of the earthquake, based on the intersecting isotropic elastic wave propagation. Two rotational components of Taft, Tabas and San-Fernando earthquakes are evaluated based on the translational components of the earthquakes and considering frequency dependencies of incident angle and wave velocity. Finally, dynamic analyses of Morrow Point Dam are presented to evaluate the effects of combined translational and rotational components on the seismic response of the dam. Various conditions of reservoirs, including full and empty state, are considered in the analyses. Fluid–structure interaction was completely taken into account. It was realized that incorporating rotational components increased the maximum compressive and tensile stresses in both empty and full reservoir analyses. Distribution of maximum tensile stresses is very sensitive to the rotational components of the earthquake. Also, it can be concluded that the segregated effect of the rocking component on the response of concrete dams is more effective than the sole effect of the torsional component. 相似文献
182.
Agi Augustine Junin Radzuan Abbas Azza Gbadamosi Afeez Azli Nur Bashirah 《Natural Resources Research》2020,29(2):1427-1446
Natural Resources Research - Nano-particles can localize at oil–water (O/W) interface, reduce residual oil saturation, increase the viscosity of brine and decrease the viscosity of crude oil... 相似文献
183.
Alireza Kashian Abbas Rajabifard Kai-Florian Richter Yiqun Chen 《International journal of geographical information science》2019,33(7):1420-1443
In the past decade, Volunteered Geographic Information (VGI) has emerged as a new source of geographic information, making it a cheap and universal competitor to existing authoritative data sources. The growing popularity of VGI platforms, such as OpenStreetMap (OSM), would trigger malicious activities such as vandalism or spam. Similarly, wrong entries by unexperienced contributors adds to the complexities and directly impact the reliability of such databases. While there are some existing methods and tools for monitoring OSM data quality, there is still a lack of advanced mechanisms for automatic validation. This paper presents a new recommender tool which evaluates the positional plausibility of incoming POI registrations in OSM by generating near real-time validation scores. Similar to machine learning techniques, the tool discovers, stores and reapplies binary distance-based coexistence patterns between one specific POI and its surrounding objects. To clarify the idea, basic concepts about analysing coexistence patterns including design methodology and algorithms are covered in this context. Furthermore, the results of two case studies are presented to demonstrate the analytical power and reliability of the proposed technique. The encouraging results of this new recommendation tool elevates the need for developing reliable quality assurance systems in OSM and other VGI projects. 相似文献
184.
Natural Resources Research - In this work, a quantifier-guided ordered weighted averaging (OWA) method was employed for mineral potential mapping (MPM) in Nowchun Cu–Mo prospect, SE Iran. The... 相似文献
185.
Haji Abolhassani Amir Abbas Dimitrakopoulos Roussos Ferrie Frank P. Yao Lingqing 《Mathematical Geosciences》2022,54(6):1097-1119
Mathematical Geosciences - A new non-stationary, high-order sequential simulation method is presented herein, aiming to accommodate complex curvilinear patterns when modelling non-Gaussian,... 相似文献
186.
Hafeez Amna Ehsan Muhsan Abbas Ayesha Shah Munawar Shahzad Rasim 《Natural Hazards》2022,111(2):2097-2115
Natural Hazards - Satellite based thermal anomaly occurs as a substantial precursor for strong earthquakes, as the need for earthquake precursor detection has very important for impending main... 相似文献
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189.
Amirali Mostafavi Moghadam Abbas Ghalandarzadeh Majid Moradi Ikuo Towhata Pouria Hajialikhani 《Bulletin of Earthquake Engineering》2011,9(4):1259-1288
This research is to study the efficiency of displacement reducer fuses, installed behind the caisson quay walls for controlling
the dynamic backfill thrust and minimizing the displacement, settlement and tilting of the walls. For this purpose, two types
of fuses, Displacement Reducer Panels (DRP) and Displacement Reducer Elements (DRE), were constructed and installed behind
the wall. The DRPs were constructed by hollow Polypropylene sheets to reproduce elastoplastic and plastic mechanical behaviors.
The DREs were cylindrical stainless-steel dampers, working upon friction mechanism that can reproduce perfect plastic behavior.
Here, two series of shaking table 1-g tests were performed with DRP and DRE applications. In this regard, different mechanical
behaviors and capacities were considered for fuses against demand thrusts of backfill in order to compare the mitigation tests
with no-mitigation cases. Harmonic base motions with constant amplitude and constant frequency were used in the model test.
The foundation soil and the backfill soil were constructed with the relative densities of 85 and 25%, respectively, to reproduce
non-liquefiable base layer and loose backfill situations in the model, respectively. The results showed remarkable reduction
in kinetic energy, dynamic backfill thrust and consequently seaward movement, settlement and inclination of the caisson quay
wall in case of using fuses with plastic behaviors behind the wall. 相似文献
190.
Behnam Atazadeh Mohsen Kalantari Abbas Rajabifard Serene Ho Tuan Ngo 《Transactions in GIS》2017,21(1):91-113
Current land administration systems mainly use 2D plans to define and secure ownership rights associated with properties in high‐rise buildings. These 2D plans may not effectively communicate and manage the spatial complexity associated with multi‐layered and stacked properties in such buildings; additionally, multiple pages of plans (representing sections of the building) are required to represent all ownership boundaries. In response, land administration organizations have been investigating a 3D digital approach to managing information about ownership rights in high‐rise building structures. In this article, Building Information Modeling (BIM) is proposed as a feasible approach for managing land and property information in high‐rise buildings. BIM provides a collaborative, digital and intelligent 3D data environment for managing building information throughout the lifecycle of buildings. However, there is currently no capacity in BIM for recording and representing information about ownership and boundaries of properties, which is core land administration information. Therefore, this article proposes an extension to the BIM standard, which is implemented in a prototype BIM model of a complex building to showcase the potential capability of using BIM for high‐rise land administration and for modeling 3D ownership rights. 相似文献