Experimental Study on Force Behavior of Steel Rein forced Concrete Transfer Beam Structure with Basement of Large Space

Based on comparative test of two transfer story models, in one of which the transfer beam and basement column is constructed of steel reinforced concrete, and the other is constructed of ordinary reinforced concrete, its force behavior, ductility and failure mechanism under vertical and horizontal loads are studied. The results show that loading bearing and seismic behavior of transfer story structure with steel reinforced concrete beam and basement column is good. The relative design suggestion is put forward.

Magnet lattice design of the SSRF electron-beam transfer lines

Under three-dimensional plane geometrical constraints ( X,Y,θ ), with two asymmetric achromatic sections, the combined three-section structural FODO-like magnet lattice design is adopted and finely optimized in the SSRF electron-beam transfer lines. The magnet lattice has high flexibility and robustness, and the Courant–Snyder parameters can be easily adjusted within a wide range to meet the requirements of transmission and injection for different operation modes of the linear accelerator, booster synchrotron, and storage ring. In this article, the main parameters of the linear optics design of the SSRF electron-beam transfer lines are described, involving the physical design criteria, the total geometrical layout, the magnet lattice, and the beam Courant–Snyder parameters matching. The studies of the variant beam dynamic simulation program calculations show that the design purpose of the efficient beam transmission and injection will be basically achieved.

Analysis of metal transfer during electron beam welding with filler wire

The metal transfer mode of electron beam welding （EBW） with filler wire was studied experimentally. The spatial position between the electron beam and the filler wire was defined. Basing on the charge coupled device （CCD） visual sensing system, the metal transfer mode of filler wire was investigated. The results showed that there were five transfer modes during EBW process due to different wire feed rates and spatial positions between beam and filler wire, such as short-circuiting mode, molten metal bridge mode, small droplet mode, big droplet mode and mixed mode. By comparing the weld appearance of different transfer modes, the molten metal bridge transfer was proved to be the best transfer mode.

Elastic-plastic study on high building with SRC transferring story

A new type of transferring structure for steel reinforced concrete (SRC) beams is used in high building. The pushover analysis method was used to study the failure mechanism and ductility of SRC transferring structure through consulting pseudo-static test results for the structure. And, the occurrence order and position of the plastic hinge, the weak story and seismic capacity of high building with SRC transferring story were also studied through consulting shaking table test results for the high building, showing that the seismic behavior of high building with SRC transferring story is good.

Transfer function measurement for the SSRF SRF system

A digital transfer function measurement system has been embedded in the low-level radio frequency (LLRF) system of the storage ring of the Shanghai Synchrotron Radiation Facility. The measurement results indicate that the decreased control accuracy at high current is primarily owing to ripples from the high-voltage power supply, the transient beam loading effect, and the digital aliasing effect. The current LLRF algorithm is not able to suppress these disturbances.

Numerical analysis of thermal fluid transportation during electron beam welding of 2219 aluminum alloy plate and experimental validation

A three-dimensional mathematical model using volume-of-fluid method is developed to investigate the heat transfer, fluid flow and keyhole dynamics during electron beam welding of 2219 aluminum alloy plate. In the model, an adaptive heat source is employed to simulate the heating process of electron beam. Fluid flow is mainly driven by surface tension, thermo-capillary force, recoil pressure, hydrostatic pressure and thermal buoyancy. The thermal-fluid transport behaviors of welding pool during the drilling and backfilling stages of keyhole and the formation reason of the nail-shaped weld with an arc crater are systematically analyzed. Finally, all calculation results are validated by experiments and show good agreements.

Multi-objective Optimization of Non-uniform Beam for Minimum Weight and Sound Radiation

A multi-objective optimization of non-uniform beams is presented for minimum radiated sound power and weight. The transfer matrix method is used to compute the structural and acoustic responses of a non-uniform beam accurately and efficiently. The multi-objective particle swarm optimization technique is applied to search the Pareto optimal solutions that represent various compromises between weight and sound radiation. Several constraints are imposed, which substantially reduce the volume fraction of feasible solutions in the design space. Two non-uniform beams with different boundary conditions are studied to demonstrate the multi-objective optimal designs of the structure. © 2017, Tianjin University and Springer-Verlag Berlin Heidelberg.

Coupled flexural-torsional vibration band gap in periodic beam including warping effect

The propagation of coupled flexural-torsional vibration in the periodic beam including warping effect is investigated with the transfer matrix theory. The band structures of the periodic beam, both including warping effect and ignoring warping effect, are obtained. The frequency response function of the finite periodic beams is simulated with finite element method, which shows large vibration attenuation in the frequency range of the gap as expected. The effect of warping stiffness on the band structure is studied and it is concluded that substantial error can be produced in high frequency range if the effect is ignored. The result including warping effect agrees quite well with the simulated result.

Bioeffects of Low Energy Ion Beam Implantation:DNA Damage,Mutation and Gene Transter

Low-energy ion beam implantation （10 - 200 keV） has been proved to have a wide range of biological effects and is broadly used in the breeding of crops and micro-organisms.To understand its mechanisms better and facilitate its applications, the developments in the bioeffects of low energy ion beam implantation in the past twenty years are summarized in this paper.

Gaussian wave formalism model for propagation of charged-particle beam through a first-order optical systems

An elliptical Gaussian wave formalism model of a charged-particle beam is proposed by analogy with an elliptical Gaussian light beam. In the paraxial approximation, the charged-particle beam can be described as a whole by a complex radius of curvature in the real space domains. Therefore, the propagation and transform of charged-particle beam passing through a first-order optical system is represented by the ABCD-like law. As an example of the application of this model, the relation between the beam waist and the minimum beam spot at a fixed target is discussed. The result, well matches that from conventional phase space model, and proves that the Gaussian wave formalism model is highly effective and reasonable.

Seismic Behavior of Diaphragm-Through Connections of Concrete-Filled Square Steel Tubular Columns and H-Shaped Steel Beams

Based on the introductions of a type of diaphragm-through connection between concrete-filled square steel tubular columns (CFSSTCs) and H-shaped steel beams,a finite element model of the connection is developed and used to investigate the seismic behavior of the connection.The results of the finite element model are validated by a set of cyclic loading tests.The cyclic loading tests and the finite element analyses indicate that the failure mode of the suggested connections is plastic hinge at the beam with inelastic rotation angle exceeding 0.04 rad.The suggested connections have sufficient strength,plastic deformation and energy dissipation capacity to be used in composite moment frames as beam-to-column rigid connections.

Biological Dose Estimation Model for Proton Beam Therapy

Purpose: The recommended value for the relative biological effectiveness (RBE) of proton beams is currently assumed to be 1.1. However, there is increasing evidence that RBE increases towards the end of proton beam range that may increase the biological effect of proton beam in the distal regions of the dose deposition. Methods: A computational approach is presented for estimating the biological effect of the proton beam. It includes a method for calculating the dose averaged linear energy transfer (LET) along the measured Bragg peak and published LET to RBE conversion routine. To validate the proposed method, we have performed Monte Carlo simulations of the pristine Bragg peak at various beam energies and compared the analysis with the simulated results. A good agreement within 5% is observed between the LET analysis of the modeled Bragg peaks and Monte Carlo simulations. Results: Applying the method to the set of Bragg peaks measured at a proton therapy facility we have estimated LET and RBE values along each Bragg peak. Combining the individual RBE-weighted Bragg peaks with known energy modulation weights we have calculated the RBE-weighted dose in the modulated proton beam. The proposed computational method provides a tool for calculating dose averaged LET along the measured Bragg peak. Conclusions: Combined with a model to convert LET into RBE, this method enables calculation of RBE-weighted dose both in pristine Bragg peak and in modulated beam in proton therapy.

基于DDPG的智能反射面辅助无线携能通信系统性能优化

针对智能反射面(IRS, intelligent reflecting surface)辅助的多输入单输出(MISO, multiple input singleoutput)无线携能通信(SWIPT, simultaneous wireless information and power transfer)系统,考虑基站最大发射功率、IRS反射相移矩阵的单位膜约束和能量接收器的最小能量约束,以最大化信息传输速率为目标,联合优化了基站处的波束成形向量和智能反射面的反射波束成形向量。为解决非凸优化问题,提出了一种基于深度强化学习的深度确定性策略梯度(DDPG, deep deterministic policy gradient)算法。仿真结果表明,DDPG算法的平均奖励与学习率有关,在选取合适的学习率的条件下,DDPG算法能获得与传统优化算法相近的平均互信息,但运行时间明显低于传统的非凸优化算法,即使增加天线数和反射单元数,DDPG算法依然可以在较短的时间内收敛。这说明DDPG算法能有效地提高计算效率,更适合实时性要求较高的通信业务。

深圳京基东滨时代大厦超限高层塔楼结构设计

深圳京基东滨时代大厦塔楼为框架-核心筒结构,结构高度194.35m,属于超B级高度的超限高层建筑,四角及南北两侧均设有L形墙或一字形墙与框架梁平面外相接。为满足建筑功能需求,2层取消了大量楼板和外框架与核心筒相连的框架梁,形成跃层柱。41层东西两侧外框柱均往内收进,需设置托柱转换梁。以上难点增加了结构设计难度。采用性能化设计,有针对性地对关键部位采取相应的加强措施,并对特殊部位进行专项分析,如L形墙或一字形墙等特殊墙体、跃层柱、托柱转换梁等。通过弹塑性动力时程分析考察整体结构的抗震性能。计算结果表明:该结构抗震性能均能达到设计的预期目标。

脉冲束流下车载加速器中子源靶传热特性

为了研究不同脉冲束流频率下车载加速器中子源靶的传热特性及其热动态响应,通过调整脉冲束流的频率或脉宽对背部冷却微通道靶的传热性能进行模拟,并通过分析靶内部结构的热沉积分布,探究车载加速器中子源靶的热负载上限以及制约束流的因素。选用能量为2.5 MeV、峰值流强为10 mA的束流开展模拟,结果表明:当束流占空比保持在3%不变时,靶的最高温度呈周期波动,且存在上下包络;随着束流频率的上升,每个脉冲周期内靶的上包络温度逐渐下降,这是由于每个脉冲期间的热冲击下降所导致的;频率上升时,每个周期内加热时间与冷却时间同时缩短,导致其下包络温度在最开始增大后基本保持不变;靶的最高温度随着束流频率增加出现从锂层到中间层钽层的转移。该研究对于车载加速器中子源的束流参数选择和靶冷却设计具有一定的参考价值。

基于迁移学习的室内波束选择优化方法

使用基于深度学习的室内波束选择方法可以显著提高波束匹配概率和搜索效率,但该方法需要大型数据集来调整其大量可训练参数,导致了额外的系统开销。针对这一不足,结合一种迁移学习技术,使得目标场景神经网络以小数据集方式获得与大数据集相近的匹配精度,从而减小基于深度学习的波束选择方法中数据集大小对匹配结果产生的影响。首先使用大型数据集在一个源场景中对源神经网络进行充分训练,使得网络参数能够充分包含信道状态信息以及环境信息;而后利用源神经网络参数对目标场景中的神经网络进行不同程度初始化,使该神经网络在经过小数据集训练后依然可以获得较好的波束匹配性能。仿真结果表明,针对室内波束选择场景,在数据集有限的情况下,使用迁移学习方法进行波束选择,同样可以获得较高的匹配精度。

襄阳大厦超限高层结构设计

襄阳大厦结构高度249.6m,地上共58层,塔楼采用框架-核心筒结构体系,存在分段折柱、核心筒单侧收进、高位转换、连梁支承楼盖梁等特点。针对结构设计过程中的重难点,通过合理的计算分析与加强措施,确保与分段折柱相连的水平构件、核心筒墙体、转换构件的安全问题,并采用新型分段式连梁解决楼盖梁支承在连梁上的设计问题。弹性及弹塑性验算结果表明,结构满足预期抗震性能目标,各项结构措施合理可靠,结构设计安全合理。

钢-FRP混合配筋转换梁结构抗震性能有限元分析

开展4榀不同配筋方式的转换梁结构拟静力试验,并分析各榀试件的滞回曲线、骨架曲线和刚度退化曲线等抗震性能。采用OpenSees中基于刚度法的宏观梁柱纤维单元,选取适宜的本构材料并考虑筋材的黏结滑移,建立合理的转换梁结构数值分析模型,将数值模拟和试验结果进行比较,最后进行抗震性能参数分析。结果表明:混合配筋试件具有良好的抗震性能,数值分析模型能较好地模拟出滞回曲线的捏缩效应,对特征状态下的荷载值模拟精度较高;增大混凝土强度或者柱纵筋配筋率对试件ZHL-4抗震性能有利,而墙肢轴压比的提高将不利于试件ZHL-4抗震性能。

基于传递矩阵法的Timoshenko裂纹梁自振特性分析

首先基于传递矩阵法,将裂纹截面假定一无质量扭转弹簧,通过扭转弹簧建立起各段子梁在裂纹截面处的矩阵传递关系,推导出含任意裂纹Timoshenko梁及无裂纹Timoshenko梁的传递矩阵,引入边界条件简化矩阵方程,并利用Matlab对方程进行求解。其次讨论了裂纹位置和相对深度对单裂纹简支梁自振频率的影响,与文献结果进行对比,误差最多不超过1%;然后通过ABAQUS建立悬臂梁及两端固支梁有限元模型,分析相对裂纹深度对自振频率的影响,计算结果与有限元结果进行对比,误差不超过3.86%;最后研究了不同跨高比下相对裂纹深度对Timoshenko简支梁自振频率的影响,计算结果与文献最大误差为4.56%,验证了本文方法的有效性及适用性。

千吨级受荷转换梁加固施工技术

在大型公共建筑中,千吨级受荷转换梁的加固和改造施工难度较大,对于构件的卸荷、梁柱节点部位钢筋的安设、大体积混凝土的浇筑和养护都提出了较高的施工要求,通过运用预应力钢支撑系统、高大支模架、大体积混凝土浇筑等多项施工技术,顺利完成了该梁的加固施工且效果良好,后续提炼分析了相关施工数据,积累了施工经验,以期能为类似案例的实施提供参考。