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    • 5. 发明授权
    • Method and device for full wafer nanoimprint lithography
    • 全晶圆纳米压印光刻的方法和装置
    • US08741199B2
    • 2014-06-03
    • US13521811
    • 2011-05-23
    • Hongbo LanYucheng Ding
    • Hongbo LanYucheng Ding
    • B29C33/46
    • G03F7/0002B82Y10/00B82Y40/00
    • The present application relates to a full wafer nanoimprint lithography device comprises a wafer stage, a full wafer coated with a liquid resist, a demolding nozzle, a composite mold, an imprint head, a pressure passageway, a vacuum passageway and a UV light source. The present application also relates to an imprinting method using the full wafer nanoimprint lithography device comprises the following steps: 1) a pretreatment process; 2) an imprinting process; 3) a curing process; and 4) a demolding process. The device and the method can be used for high volume manufacturing photonic crystal LEDs, nano patterned sapphire substrates and the like in large scale patterning on the non-planar surface or substrate.
    • 本申请涉及全晶片纳米压印光刻设备,其包括晶片台,涂有液体抗蚀剂的全晶片,脱模喷嘴,复合模具,压印头,压力通道,真空通道和UV光源。 本申请还涉及使用全晶片纳米压印光刻装置的印记方法,包括以下步骤:1)预处理工艺; 2)印记过程; 3)固化过程; 和4)脱模过程。 该器件和方法可用于在非平面表面或衬底上大规模图案化的大量制造光子晶体LED,纳米图案化蓝宝石衬底等。
    • 6. 发明申请
    • ENGINEERING STRUCTURE MULTI-OBJECTIVE PERFORMANCE-BASED SEISMIC DESIGN
    • 工程结构多目标性能的地震设计
    • US20120310607A1
    • 2012-12-06
    • US13585273
    • 2012-08-14
    • Wenfeng Liu
    • Wenfeng Liu
    • G06F17/50
    • G01V1/003
    • A method for determining a seismic design for a structure includes setting performance objectives; inputting the performance objectives into a single degree of freedom system to carry out a simulation test; continuously adjusting the size of seismic waves applied to the system to determine a relationship between performance demand and the period of the structure under different performance objectives; obtaining a seismic demand spectrum curve between a seismic influence coefficient or a spectral accelation and displacement performance objective in the single degree of freedom system; analyzing the relationship between the base shear force and the displacement of the engineering structure; converting the relationship into the relationship between the capacity and the displacement in the single degree of freedom system; obtaining a capacity spectrum curve; comparing the capacity spectrum curve with the performance demand spectrum curve; and assessing the seismic capacity of the structure under different performance objectives.
    • 一种用于确定结构的抗震设计的方法包括设定性能目标; 将性能目标输入单一自由度系统进行模拟测试; 不断调整应用于系统的地震波的大小,以确定不同性能目标下性能需求与结构周期之间的关系; 在单自由度系统中获得地震影响系数或频谱相关性和位移性能目标之间的地震需求谱曲线; 分析基础剪力与工程结构位移的关系; 将关系转化为单一自由度体系的能力与流离失所的关系; 获得容量谱曲线; 将容量谱曲线与性能需求谱曲线进行比较; 并评估不同性能目标下结构的抗震能力。