Disassembly Process Planning of Products Based on Matrix Operation

Based on fuzzy Petri nets, a fuzzy reasoning Petri nets (FRPN) model is defined. And then, combining fuzzy Petri nets with matrix operation, an algorithm of formalized fuzzy reasoning process is proposed. Based on the fuzziness and uncertainness of the knowledge in the disassembly process of products, a decision making model in disassembly process is established. Furthermore, taking realistic disassembly as an example, an algorithm of decision-making in disassembly sequence is discussed. The result shows that the model of decision-making has strong parallel operation ability in the disassembly process sequence. It also can make intelligent decisions based on the product information originating from each disassembly step.     

FEM Dynamical Analysis of the Reinforced Concrete Beam with Bonding Steel Plate

In order to researchmechanical capability of the reinforced concrete beam with bonding steel plate, adopting separatemethod to establish finite element model of the reinforced concrete beam with bonding steel plate, using FEM to study dynamical characteristics of the model, have got good results which can not be easily got using traditional resolution method, which can give referenceto study dynamical characteristics of the reinforced concrete beam with bonding steel plate.     

Simplified Elasto Plastic Analytical Model for Stiffened Steel Plate Shear Wall with Slits

Based on the mechanism of steel slit wall, a simplified elasto plastic analytical model which allows for nonlinear dynamic and static analysis was proposed. The parameters of simplified model related to configuration and nonlinear behavior were defined. In order to validate the simplified model, the pushover analysis of steel slit wall and a frame with steel slit wall were conducted. The results show that the load displacement curves obtained from simplified models, experiments and FEM are similar. The proposed model can fully represent the mechanism of steel slit wall, and it can correctly predict the internal forces and deformations of each member in the model.     

Mechanical Model of Steel Plate Composite Shear Walls

Based on concepts of mechanics, a mechanical model of novel type of steel plate composite shear wall is presented. The novel type of structure is formed by steel plate shear wall and T-shaped solid-web composite columns. Flexural stiffness of steel beams, lateral stiffness of the T-shaped solid-web composite columns, shear stiffness of steel plate composite shear wall and shear stiffness of beam-column connection are taken into account in the mechanical model. And the equivalent damping between steel plate and boundary is considered. Based on the deformation features of structures and the calculation hypothesis, the lateral stiffness model and the energy dissipation model of structures are developed. Meanwhile, the calculation equations of elastic ultimate and plastic ultimate of shear strength of structures are set up. The theoretical analysis results inosculate better with the results of experiment. The comparison between the result calculated from the formula and the experimental result shows that the calculation precision is high enough to meet the demand of theoretical analysis. The difference, including equivalent model, stress states, manufacturing defect and installation error, between the formula and the experiment has been further discussed.     

Finite Element Analysis of Hysteretic Behavior of PR Steel Frame-steel Plate Shear Wall

In order to investigate the seismic behavior of partially-restrained steel plate shear wall (Steel Plate Shear Wall, SPSW), the effects of partially-restrained connection on the hysteretic behavior, lateral bearing capacity, stiffness, energy dissipation of SPSW with strong and weak steel frame were simulated under low cyclic loading via equivalent strip model that had been verified by experiment. The results show that hysteretic behavior of SPSW has dual characters. The hysteretic curves of SPSW with strong surrounding steel frame become fat, and the hysteretic curves of SPSW with weak surrounding steel frame become narrow. With the increase of the bending capacity of PR connection, the hysteretic curves of SPSW become fat gradually, and the capacity of energy dissipation and lateral bearing increase. However, the effect on lateral stiffness of PR connection of SPSW with strong steel frame is higher than the one with weak steel frame.     

乳制品冷链物流的库存-生产策略优化研究

在日益激烈的企业生存竞争中,针对乳制品生产企业如何选取合适的生产批量和库存水平的问题,提出了成本-时间-客户满意度的三目标优化模型。首先,考虑乳制品的库存费用、周转时间和客户满意度,分别建立库存生产成本、库存周转时间和客户满意度优化模型;其次,以生产批量和库存水平为决策变量,应用多目标遗传算法,集成库存生产成本模型、库存周转时间模型和客户满意度模型,求出所有非劣解;最后,应用伪权向量法,通过保质期不同的产品验证提出的模型。结果表明,对于不同保质期的产品,均可得出最优库存生产批量大小和最优库存水平。     

Horizontal Ultimate Bearing Capacity Analysis of Multi-story Multi-span Steel Plate Shear Wails system

The effectiveness of equivalent strip model calculating the horizontal ultimate bearing capacity of multi-story steel plate shear walls(SPSW)by using the software SAP2000 to make Pushover analysis was demonstrated by comparing the simulated values with results from experimental studies performed by different researchers.The effect of different slenderness ratios on the ultimate bearing capacity of four-story single-span SPSW and four-story three-span dual steel shear walls system subjected to the inverse triangular load was obtained by the verified analytical model,which was compared with the performance of corresponding bare frames.The slenderness ratio of 250~300 is suggested for the design of SPSW.     

基于系统动力学的生鲜农产品物流库存仿真分析

为了分析各因素对生鲜农产品物流库存的影响,运用系统动力学方法,建立生鲜农产品物流库存系统流程图,并利用Vensim软件进行模拟仿真,最终得出:订货提前期延长、缺货率增大,会增加企业成本,消费需求减少,企业库存将大幅降低。因此,企业应准确掌握市场消费需求,确定合适的订货提前期及缺货率以控制成本。同时,供应链上、下游节点企业间需要加强合作,促进信息共享,以提高供应链整体绩效。     

A Muti-Objective Network Planning Model for Project

Based on the network planning model developed by the author for an overhaul project of a rolling mill production line in a heavy steel plant, an new multiobjective network planning model is proposed in this paper. The formulations of network time parameters are derived. The optimization problem of multiobjective network planning is also discussed. And it has been found out that the fractional single-objctive network is only one of the cases in this model.     

The Construction Proposals and Construction Technology of Steel Plate Pile Cofferdam of Off-shore Pumping House for the Highest Foundation in Asia

This paper described in detail the construction proposals and construction technology of steel plate pile cofferdam used for the construction of off-shore pumping house of the highest foundation in Asia, as well as the construction method and technical analysis of treatment of 'exposed foot' of steel plate pile cofferdam.     

Shear Performance of Steel Plate with Trilateral Constrained

The load carrying test for four steel plate shear walls specimens with various ratio of width thickness are carried out so as to test the failure mode and the shear strength of steel plate with trilateral constrained, and the lateral stiffness and the buckling mode are investigated in the test. The result indicates that the ratio of width thickness of steel plate exerts effects on the shear carrying capacity and failure mode; the buckling of steel plate does not have lateral stiffness. Based on the failure mode of steel plate, the computation model of lateral performance is presented by theoretical analysis. The restraining stiffness of double angle and the buckling restrained stiffness of steel plate are the important design conditions. Formulae to determine the elastic lateral stiffness and the angle type is proposed, which can be used in the preliminary design of steel plate with trilateral constrained.     

Effect of Reinforcement Beam Sticking Different Layers Steel

This paper constituted the FEM(finite element method) model of sticky steel reinforcement beam and the model was used to analyze the reinforcement effect of the beam sticking different layers'' steel plate. The result shows two layers of steel is better than others, which agrees with theoretic analysis. It illuminate that the FEM model is in point for sticky steel reinforcement beam without crack.     

论管理一体化的土地利用规划思想

研究目的：为科学编制土地利用规划提供理论依据,为同类研究提供参考。研究方法：文献研究、理论研究、实证研究。研究结果：提出管理一体化土地利用规划思想的含义、三个特征及辩证关系。研究结论：管理一体化土地利用规划思想是指导村级土地利用规划编制行之有效的规划思想。     

Experimental Analysis of the Behavior of Steel Plate-masonry Composite Wall-beams

When steel plate-masonry composite structure used in the existing masonry structure with load bearing walls is removed for a large space, composite action should be considered between the beam and the supported masonry wall due to the arch effect formed in the supported wall. In order to investigate the working mechanism, failure mode, and load-carrying capacity, strain distribution in critical sections and mid-span defcection of this type of composite wall-beam, five steel plate-masonry wall-beams were tested under concentrated loads and analyzed, which considered variables of height-span-ratio of supported masonry wall, height-span-ratio of composite beam and thickness of steel plate. The results show that steel plate-masonry composite wall-beam starts failure from the masonry located at the line between loading point and supporting point; strain distribution of steel plate along section height meets the plane section assumption; the height-span-ratio of supported wall can directly influence the failure mode of masonry wall, buckling load corresponding to steel plate experiencing local buckling and ultimate load of tested specimens; the reasonable height of supported masonry wall is beneficial to the formation of composite action between supported masonry wall and composite beam, and the excessive high masonry wall will reduce the ultimate load of the tested specimen. Finally, the reasonable range for height-span-ratio of supported masonry wall was presented, and the proposed value representing the flexural stiffness of the steel plate-composite beam relative to the in-plane stiffness of the supported masonry wall was at least more than 79.     

VMI Model Based on Internet/Intranet

Vendor managed inventory(VMI) embodies the integrated idea of the supply chain management system, and it will reduce the cost of consumer and supplier if the VMI is applied successfully. The work efficiency is greatly affected because the allied suppliers must send people to the enterprise to manage inventory, implement the decision of the stock-in-trade and distill the payment for goods in the traditional VMI model. The decisions are always different because of analyzing the inventory information asynchronously between the main enterprise and the suppliers. A new VMI model based on Internet/Intranet was presented and introduced the framework,functions,the characters of technologies and hiberarchies in detail by analyzing the existing problems from the traditional VMI model. Finally the application of VMI is presented on the background of the enterprise.     

土地利用总体规划后评估的指标体系构建

笔者主要采用文献资料法和系统工程分析法,构建土地利用总体规划后评估的指标体系,旨在通过土地利用总体规划实施情况评估、规划实施效益评估、土地资源节约集约评估等建立规划后评估体系,全面分析和掌握现行土地利用总体规划的实施情况和效益情况,确认规划的合理性,提高土地利用规划编制的科学性和权威性,促进社会经济全面协调发展。     

基于供应链视角的农产品质量安全研究

从介绍农产品供应链的结构入手,分析了我国农产品供应链的现状;结合质量安全的理念,提出了影响我国农产品供应链质量安全的制约要素;从供应链的角度探讨了保障农产品质量安全的5个关键点。     

Marginal Return Policy for Perishable Products

Considering perishable products usually have little salvage,a return policy-marginal return policy is proposad.This policy reveals the manufacturer's different attitudes toward the amount of the returned products.By applying the marginal return policy,the decisions of the manufacturer (wholesale price and return price) and decisions of the retailer(sales price and order quantity) are analyzed.Under marginal return policy,both profits of the manufacturer and retailer increase,which lead the increase of system's profit directly.At the same time,numerical experiments show that,contrast to the usual return policy,the marginal return policy could reduce the manufacturer's risks caused by the demand uncertainty.     

红枣相关产品的研究进展

我国红枣产量与出口量均居世界第一,但由于加工技术研究力度的缺乏,多数新鲜红枣因保质期短而腐烂变质,如何利用得天独厚的红枣原料优势,开发高端红枣产品及符合大众消费观念的红枣制品显得极其重要。本文综述了红枣干燥制品红枣干、红枣营养粉,红枣发酵制品红枣酒、红枣酸奶、红枣醋、红枣饮料的研究现状,并展望了未来红枣制品加工及研发方向,以期为我国红枣系列产品的研发提供理论参考。     

Numerical Simulation for B900FD-1 Bulletproof Armor Plate Against Penetration

ANSYS/LS-DYNA is used to simulate the penetration process of B900FD - 1 bulletproof armor plate, Comparisons and analysis were made between numerical simulation and experiment results. The numerical simulations shows that the Johnson-Cook constitutive model could simulate the physical and mechanical behaviors of ductile materials under shock-loaded. The ultimate-thickness of B9OOFD-1 bulletproof armor plate under 500m/s impact velocity is analyzed by more numerical simulations.