英语非限定结构中存在可理解的隐性主语(an understood but covert subject),而该主语隶属于何种空语类则标示着其所在句式具有何种非限定结构。针对非限定结构和虚指主语的不同类型(组内变量),采用中介语水平为组间变量的三因素混合设...英语非限定结构中存在可理解的隐性主语(an understood but covert subject),而该主语隶属于何种空语类则标示着其所在句式具有何种非限定结构。针对非限定结构和虚指主语的不同类型(组内变量),采用中介语水平为组间变量的三因素混合设计方案的中介语实证研究显示,主语控制结构与there虚主语结构之间的交叉单元、宾语提升结构与虚主语it结构之间的交叉单元对高水平中介语组而言均属于较易习得的水平组合,而对低水平中介语组而言,具有虚指主语it的宾语控制结构和具有生命性主语的提升结构都有一定的可接受度。该研究结果在一定程度上说明,两类非限定结构的中介语发展过程中,结构类型与主语生命度具有较为显著的交互影响,而语言水平则在其中起调节作用。研究结论的进一步拓展即可认为,形式和意义匹配的鲍灵杰原则(Bolinger's Principle)也适用于中介语语法的理论构建。展开更多
The invariance of the differential equations under the infinitesimal transformations was used to study the Lie symmetries and conserved quantities of arbitrary order nonholonomic systems. The determining equations, th...The invariance of the differential equations under the infinitesimal transformations was used to study the Lie symmetries and conserved quantities of arbitrary order nonholonomic systems. The determining equations, the restriction equations, the structure equation and the form of the conserved quantities were obtained.展开更多
In order to establish the baseline finite element model for structural health monitoring,a new method of model updating was proposed after analyzing the uncertainties of measured data and the error of finite element m...In order to establish the baseline finite element model for structural health monitoring,a new method of model updating was proposed after analyzing the uncertainties of measured data and the error of finite element model.In the new method,the finite element model was replaced by the multi-output support vector regression machine(MSVR).The interval variables of the measured frequency were sampled by Latin hypercube sampling method.The samples of frequency were regarded as the inputs of the trained MSVR.The outputs of MSVR were the target values of design parameters.The steel structure of National Aquatic Center for Beijing Olympic Games was introduced as a case for finite element model updating.The results show that the proposed method can avoid solving the problem of complicated calculation.Both the estimated values and associated uncertainties of the structure parameters can be obtained by the method.The static and dynamic characteristics of the updated finite element model are in good agreement with the measured data.展开更多
The key aspect to the successful implementation of BOT concept is the raising of finance by project sponsor,so financial engineering techniques and capital structuring skills are required to find the proper mix of deb...The key aspect to the successful implementation of BOT concept is the raising of finance by project sponsor,so financial engineering techniques and capital structuring skills are required to find the proper mix of debt and equity.The capital structure and present a model to determine the equity level from the aspects of financing scale,construction time and return on investment are analyzed.The resulting model can help the sponsor to avoid the capital risk,and offer the government a criterion to evaluate management ability of the sponsor.To show the application and availability of this model,a case study is conducted.Thus,this paper is concern with the determination of financing scale,construction time,and return on investment which would assist the sponsor to ensure that the equity level for optimal capital structure is available prior to the implementation stage in BOT project operation.展开更多
There are three probabilities to claim that Mandarin Chinese has multiple Determiner Phrase （DP） structures： （1） Simpson （2001） takes “de” in nominal phrase as the head of the structure： “Zhangsan de shu” ...There are three probabilities to claim that Mandarin Chinese has multiple Determiner Phrase （DP） structures： （1） Simpson （2001） takes “de” in nominal phrase as the head of the structure： “Zhangsan de shu” is a DP and “de” is the head D. In this theory, when “de” and demonstratives like “this/that” appear in the same structure, there is going to be a multiple DP structure. （2） Huang, Li ＆ Li （2008） take both pronouns and demonstratives as the heads of the appositive structures like “tamen zhe sange haizi”. In this opinion, Mandarin Chinese has Split-D structures like Italian, Hungarian and Greek. （3） It seems that a Mandarin DP could have double heads D when two determiners both appear in the same structure. In “renhe zhe lei wenti”, the determiners “renhe” and “zhe” both appear. The structure is going to be analyzed as a multiple DP or a Split-D structure. However, the paper proves that Mandarin Chinese has no multiple DP structures, not like Italian, Hungarian or Greek.展开更多
The rigid body limit equilibrium method(RBLEM) and finite element method(FEM) are two widely used approaches for rock slope's stability analysis currently. RBLEM introduced plethoric assumptions; while traditional...The rigid body limit equilibrium method(RBLEM) and finite element method(FEM) are two widely used approaches for rock slope's stability analysis currently. RBLEM introduced plethoric assumptions; while traditional FEM relied on artificial factors when determining factor of safety(FOS) and sliding surfaces. Based on the definition of structure instability that an elasto-plastic structure is not stable if it is unable to satisfy simultaneously equilibrium condition, kinematical admissibility and constitutive equations under given external loads, deformation reinforcement theory(DRT) is developed. With this theory, plastic complementary energy(PCE) can be used to evaluate the overall stability of rock slope, and the unbalanced force beyond the yield surface could be the identification of local failure. Compared with traditional slope stability analysis approaches, the PCE norm curve to strength reduced factor is introduced and the unbalanced force is applied to the determination of key sliding surfaces and required reinforcement. Typical and important issues in rock slope stability are tested in TFINE(a three-dimensional nonlinear finite element program), which is further applied to several representatives of high rock slope's stability evaluation and reinforcement engineering practice in southwest of China.展开更多
文摘The invariance of the differential equations under the infinitesimal transformations was used to study the Lie symmetries and conserved quantities of arbitrary order nonholonomic systems. The determining equations, the restriction equations, the structure equation and the form of the conserved quantities were obtained.
基金Project(50678052) supported by the National Natural Science Foundation of China
文摘In order to establish the baseline finite element model for structural health monitoring,a new method of model updating was proposed after analyzing the uncertainties of measured data and the error of finite element model.In the new method,the finite element model was replaced by the multi-output support vector regression machine(MSVR).The interval variables of the measured frequency were sampled by Latin hypercube sampling method.The samples of frequency were regarded as the inputs of the trained MSVR.The outputs of MSVR were the target values of design parameters.The steel structure of National Aquatic Center for Beijing Olympic Games was introduced as a case for finite element model updating.The results show that the proposed method can avoid solving the problem of complicated calculation.Both the estimated values and associated uncertainties of the structure parameters can be obtained by the method.The static and dynamic characteristics of the updated finite element model are in good agreement with the measured data.
文摘The key aspect to the successful implementation of BOT concept is the raising of finance by project sponsor,so financial engineering techniques and capital structuring skills are required to find the proper mix of debt and equity.The capital structure and present a model to determine the equity level from the aspects of financing scale,construction time and return on investment are analyzed.The resulting model can help the sponsor to avoid the capital risk,and offer the government a criterion to evaluate management ability of the sponsor.To show the application and availability of this model,a case study is conducted.Thus,this paper is concern with the determination of financing scale,construction time,and return on investment which would assist the sponsor to ensure that the equity level for optimal capital structure is available prior to the implementation stage in BOT project operation.
文摘There are three probabilities to claim that Mandarin Chinese has multiple Determiner Phrase （DP） structures： （1） Simpson （2001） takes “de” in nominal phrase as the head of the structure： “Zhangsan de shu” is a DP and “de” is the head D. In this theory, when “de” and demonstratives like “this/that” appear in the same structure, there is going to be a multiple DP structure. （2） Huang, Li ＆ Li （2008） take both pronouns and demonstratives as the heads of the appositive structures like “tamen zhe sange haizi”. In this opinion, Mandarin Chinese has Split-D structures like Italian, Hungarian and Greek. （3） It seems that a Mandarin DP could have double heads D when two determiners both appear in the same structure. In “renhe zhe lei wenti”, the determiners “renhe” and “zhe” both appear. The structure is going to be analyzed as a multiple DP or a Split-D structure. However, the paper proves that Mandarin Chinese has no multiple DP structures, not like Italian, Hungarian or Greek.
基金Project(51479097)supported by the National Natural Science Foundation of ChinaProject(2013-KY-2)supported by State Key Laboratory of Hydroscience and Hydraulic Engineering,China
文摘The rigid body limit equilibrium method(RBLEM) and finite element method(FEM) are two widely used approaches for rock slope's stability analysis currently. RBLEM introduced plethoric assumptions; while traditional FEM relied on artificial factors when determining factor of safety(FOS) and sliding surfaces. Based on the definition of structure instability that an elasto-plastic structure is not stable if it is unable to satisfy simultaneously equilibrium condition, kinematical admissibility and constitutive equations under given external loads, deformation reinforcement theory(DRT) is developed. With this theory, plastic complementary energy(PCE) can be used to evaluate the overall stability of rock slope, and the unbalanced force beyond the yield surface could be the identification of local failure. Compared with traditional slope stability analysis approaches, the PCE norm curve to strength reduced factor is introduced and the unbalanced force is applied to the determination of key sliding surfaces and required reinforcement. Typical and important issues in rock slope stability are tested in TFINE(a three-dimensional nonlinear finite element program), which is further applied to several representatives of high rock slope's stability evaluation and reinforcement engineering practice in southwest of China.
