4-phenoxy-butyric acid-(2-nitro-benzylamide) | 500730-12-1

• 分子结构分类: 有机化合物 - 苯类化合物 - 苯和取代衍生物
• 英文名称: 4-phenoxy-butyric acid-(2-nitro-benzylamide)
• 英文别名: 4-Phenoxy-N-(2-nitro-benzyl)-butyramid；4-Phenoxy-buttersaeure-(2-nitro-benzylamid)；N-[(2-nitrophenyl)methyl]-4-phenoxybutanamide
• CAS: 500730-12-1
• 化学式: C₁₇H₁₈N₂O₄
• 分子量: 314.341
• InChiKey: MGNXDUCXUFEYJA-UHFFFAOYSA-N

计算性质

• 辛醇/水分配系数(LogP)：
  2.8
• 重原子数：
  23
• 可旋转键数：
  7
• 环数：
  2.0
• sp3杂化的碳原子比例：
  0.24
• 拓扑面积：
  84.2
• 氢给体数：
  1
• 氢受体数：
  4

反应信息

• 作为反应物：
  描述：

  4-phenoxy-butyric acid-(2-nitro-benzylamide) 在 乙醇 、 铂 作用下， 生成 2-(3-phenoxy-propyl)-3,4-dihydro-quinazoline
  参考文献：
  名称：

  The Structure of Vasicine. II. Synthesis of Desoxyvasicine

  摘要：

  DOI：

  10.1021/ja01308a044
• 作为产物：
  描述：

  4-苯氧基丁酰氯 、 1-(2-硝基苯基)甲胺 在 sodium hydroxide 、 苯 作用下， 生成 4-phenoxy-butyric acid-(2-nitro-benzylamide)
  参考文献：
  名称：

  Integrated Procedure for Identification and Control of MDOF Structures

  摘要：

  An integrated procedure based on a direct adaptive control algorithm is applied to structural systems for both vibration suppression and damage detection. The wider class of noncollocated actuator-sensor schemes is investigated through parameterized linear functions of the state variables that preserve the minimum phase property of the system. A larger number of mechanical parameters are shown to be identifiable in noncollocated configurations. Proper output selection allowing for model reference control and tracking error based parameters estimation under persistent excitation is described. Using full-state feedback, these capabilities are effectively exploited for oscillation reduction and health monitoring of uncertain multi-degree-of-freedom (MDOF) shear-type structures.

  DOI：

  10.1061/(asce)0733-9399(2000)126:7(730)

文献信息

• The Structure of Vasicine. II. Synthesis of Desoxyvasicine
  作者：W. E. Hanford、Roger Adams

  DOI：10.1021/ja01308a044

  日期：1935.5
• Integrated Procedure for Identification and Control of MDOF Structures
  作者：Vincenzo Gattulli、Francesco Romeo

  DOI：10.1061/(asce)0733-9399(2000)126:7(730)

  日期：2000.7

  An integrated procedure based on a direct adaptive control algorithm is applied to structural systems for both vibration suppression and damage detection. The wider class of noncollocated actuator-sensor schemes is investigated through parameterized linear functions of the state variables that preserve the minimum phase property of the system. A larger number of mechanical parameters are shown to be identifiable in noncollocated configurations. Proper output selection allowing for model reference control and tracking error based parameters estimation under persistent excitation is described. Using full-state feedback, these capabilities are effectively exploited for oscillation reduction and health monitoring of uncertain multi-degree-of-freedom (MDOF) shear-type structures.