• Journal of Korean Medical classics
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• v.23 no.5
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• pp.117-122
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• 2010

The relationship between river-table and five-type individuals with yin-yang's greater and lesser properties from NeiJingaswellasKoreansasangmedicinewasexplored.1.Rivertableisthetheoreticalbasisforthefive-typeconstitutionswithyin-yang'sgreaterandlesserpropertiesandKoreansasangconstitutions:Thecontentoffour-manifestationconstitutionswithyin-yang'greaterandlesserpropertiesinLingShuTongTian,isrelatedtoChangeBook,andcouldbeexplainedandgeneralizedwithriver-table;itissaidthatKoreansasangconstitutionfoundedbyYiJeMaalsostemmedformLingShuTongTian,butitstheoreticalsystemisdifferentfromthatofLingShuTongTian.Thoughthissystemcanbeexplainedandgeneralizedwithriver-table,itsdistributionofinternalorgansisdifferentfromthatofLingShuTongTian.2.Theclinicalmanifestationsoffour-manifestationconstitutionwithyin-yang'slesserandgreaterprpertiesofTCM,includingpersonality,behaviorpatternandliabilitytocertaindiseases,wereexploredandtheregulatingandcultivatingprinciplesbasedonriver-tabletofour-manifestationconstitutionswithyin-yang'sgreaterandlesserpropertiesalsowereestablished:IndividualsofShaoyang(lesseryang)constitutionshouldpayattentiontoliverqi'sascendinganddispersing,andharmonizationofliveryinandliveryanginspring;individualsofTaiyang(greateryang)constitutionshouldemphasizetheclearinganddescendingofheartqiandharmonizationofheartyinandheartyanginsummer;individualsofShaoyin(lesseryin)constitutionshouldattachimportancetodispersing,purifyinganddescendingoflungqiandharmonizationoflungyinandlungyanginautumn;individualsofTaiyin(greateryin)shouldlaystressonthecultivatingofkidneyqi'sascendingandsteaming,andharmonizationofkidneyyinandkidneyyanginwinter.Besides,individualsofthefourtypesmentionedaboveshouldcultivateandregulateqiofspleenandstomach,fortheascending-descendingandharmonizationofstomachqiandspleenqiisthebasisforthenormalorhealthybodyconstitution,andtheroottoremedythetendenciesoffour-manifestationconstitutions.

• Korean Journal of Ichthyology
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• v.17 no.4
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• pp.236-240
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• 2005

A new species, Cobitis zhejiangensis, is described based on 32 specimens collected in the Ling River, Xianju District, Taizhou City, Zhejiang Province, China. The new species superficially resembles Cobitis sinensis, but is distinguished from that species by the following features: deeper body (17.3% versus 14.9% of SL), shorter caudal peduncle length (12.0% versus 13.5% of SL), deeper caudal peduncle depth (11.4% versus 9.5% of SL), color pattern of second Gambetta's zone (rounded ovoidal dots-narrow elongate bloches). Deep caudal peduncle depth and short caudal peduncle length (cpd/cpl : 95.2%) and the color pattern of second Gambetta's zone are the unique features of this species not shared with any other congener species of China.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.09b
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• pp.1156-1157
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• 2005

• Proceedings of the Korea Water Resources Association Conference
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• 2005.09a
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• pp.720-721
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• 2005

• Structural Engineering and Mechanics
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• v.21 no.3
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• pp.369-374
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• 2005

A big progress has been made for moving force identification from bridge dynamic responses in recent years. Current knowledge and the potentials on moving force identification methods are reviewed in this paper under main headings below: background of moving force identification, experimental verification in laboratory and its application in field.

• Structural Engineering and Mechanics
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• v.15 no.1
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• pp.1-19
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• 2003

This paper presents the formulation of a new bridge-vehicle system with validation using the field data. Both pitching and twisting modes of the vehicle are considered in the contribution of the dynamic effects in the bridge responses. A heavy vehicle was hired as a control vehicle with known axle weight, axle spacing and spring coefficients. The measured responses were generated from the control vehicle running at a particular speed at a test span at Ma Tau Wai Flyover. The measured responses were acquired using strain gauges installed beneath the girder beams of the test bridge. The simulated responses were generated using BRVEAN that is a self-developed program based on the proposed bridge-vehicle system. The validation shows that the bridge model is valid for representing the test bridge and the governing equations are valid for representing the motion of moving vehicles.

• Journal of the Korea institute for structural maintenance and inspection
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• v.5 no.3
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• pp.225-231
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• 2001

When building tunnels beneath riverbeds where very large quantities of groundwater inflow exist, added to high water head the soil supporting conditions are very poor because the soil consists of sand and silt, etc. It is necessary to have grouting and mini pipe roof installed in the region for ground reinforcement to decrease permeability. According to this result of horizontal boring and laboratory soil testing, ground reinforcement was achieved by L.W grouting for range of 3.0 times the tunnel radius, to increase stability of the tunnel we used the ling-cut method, 0.8m for one step excavation, shotcrete with 25cm thick, steel lib with H-$125{\times}125$. and a temporary shotcrete invert 20cm thick was installed to prevent deformation of the tunnel.

• Structural Engineering and Mechanics
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• v.57 no.6
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• pp.1085-1105
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• 2016

The drainage problem in bifurcations causes pecuniary losses when hydropower stations are undergoing periodic overhaul. A new design philosophy for Y-typed bifurcations that are flat-bottomed is proposed. The bottoms of all pipe sections are located at the same level, making drainage due to gravity possible and shortening the draining time. All fundamental curves were determined, and contrastive analysis with a crescent-rib reinforced bifurcation in an actual project was conducted. Feasibility demonstrations were researched including structural characteristics based on finite element modeling and hydraulic characteristics based on computational fluid dynamics. The new bifurcation provided a well-balanced shape and reasonable stress state. It did not worsen the flow characteristics, and the head loss was considered acceptable. The proposed Y-typed bifurcation was shown to be suitable for pumped storage power stations.

• Structural Engineering and Mechanics
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• v.15 no.1
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• pp.21-38
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• 2003

The formulation of a new bridge-vehicle system using shell with eccentric beam elements has been introduced in a companion paper (Part I). The new system takes into account of the contribution of the twisting and pitching modes of vehicles to the bridge responses. It can also be used to study the dynamic transverse load distribution of a bridge. This paper presents a parametric study on the impact induced by one vehicle or multi-vehicle running across a bridge using the proposed model. Several parameters were considered as variables including the mass ratio, the speed parameter, the frequency ratio and the axle spacing parameter to investigate their effects on the impact factor. A total number of 189 cases were carried out in this parametric study. Within the realistic range of vehicle considered, the maximum impact factors could be 2.24, 1.78 and 1.49 for bridges with spans 10 m, 20 m and 30 m respectively.

• Structural Engineering and Mechanics
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• v.42 no.1
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• pp.73-93
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• 2012

With an active structural involvement in spiral case structure (SCS) that is always the design and research focus of hydroelectric power plant (HPP), the compressible membrane sandwiched between steel spiral case and surrounding reinforced concrete was often assumed to be linear elastic material in conventional design analysis of SCS. Unfortunately considerable previous studies have proved that the foam material serving as membrane exhibits essentially nonlinear mechanical behavior. In order to clarify the effect of membrane (foam) material's nonlinear stress-strain behavior on SCS, this work performed a case study on SCS with a compressible membrane using the ABAQUS code after a sound calibration of the employed constitutive model describing foam material. In view of the successful capture of fitted stress-strain curve of test by the FEM program, we recommend an application and dissemination of the simulation technique employed in this work for membrane material description to structural designers of SCS. Even more important, the case study argues that taking into account the nonlinear stress-strain response of membrane material in loading process is definitely essential. However, we hold it unnecessary to consider the membrane material's hysteresis and additionally, employment of nonlinear elastic model for membrane material description is adequate to the structural design of SCS. Understanding and accepting these concepts will help to analyze and predict the structural performance of SCS more accurately in design effort.