The conflict area when Entrepreneur and the Venture Capitalist choose the exit model by their own maximum benefit rule and the condition to realizing the effective exit model are discussed. The way of renegotiations and a suitable convertible security are described to avoiding the ineffective exit model, which supply the rule for designing the effective financing contract.* Supported by the significant project of the National Science Foundation of China, No.

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By making theoretical analysis on vibration characteristics of a single slab and multi ones set in the inverted arch ring, four processes about stability failure, that is free vibration, locking, sleeking and distortion are proposed on the condition that water sealing was damaged and anchor-hold was out of action, a formula of the slab's maximum free displacement and dynamic equations in each process are obtained.

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We put forward firstly a sufficient and necessary condition of one stept fault diagnosablity based on testing each other between the nodes, by means of the maximum independent set theory in graph. It establishes a foundation for the SFD of computer network.

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Under optimum condition ,Trichoderma viride LH374 was able to yield the maximum .

在最適條件下發(fā)酵72 h生成植酸酶的最高產(chǎn)量為2510 U。

In the present condition, the measures to decrease investigation cost in maximum degree and to acquire the best investigation benefits are below: Reforming the investigation system, changing the "Regarding piece as the dominant factor" to "Regarding piece as the dominant factor","Piece and strip combination". Strengthening educational training, legal propagate and legislation. Improving the professional qualities of investigators and the legal quality of citizen. Uprighting the relation of "Investigation" and "Control", and changing the passive investigation to initiate investigation. Increasing criminal risk and cost to decrease and prevent the occurrence of crime . Displaying the guiding role of media in propagation. Respecting the objective law of new-born things development. Enlarging the input of science and technology and realizing sections link on network, resources enjoy together and examine and approve on network. Ensuring the stability of funds and scientific management.

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The innovations of the thesis have been shown in several aspects as follows: put forward the transfer mechanism model of the landslide thrust on basis of the soil arching theory, and according to the model the formula about how to compute the thrust acting on the pile and the maximum pile spacing have been deduced. Set up the displacement model about the interaction of the pile and landslide, and their relatively displacement can be taken into consideration when computing the pile, thus the limitation of supposing the distribution of landslide thrust has been avoided, at the same time, the applied condition of the model and the computing procedure have been given. Bring forward the improved computing method of the anti-sliding pile with prestressed cable, which has been verified rational and applicable, making the method more perfectly in theory. Through the study on the mechanical model of the foundation beam with prestressed cable, put up the limit design idea of the structure, and the realization procedure of the idea has been given and programmed with the finite element, which leads to a new thinking for the safe and rational design of the foundation beam with prestressed anchor cable.

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A sample analysis is given, and the stress distribution within the boring bar and the maximum deflection are obtained under a given cutting condition, at the same time, the comparative analysis with a common type boring bar with the same size is pursued.

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