Search results

(in Chinese) [5] Qing Dexian, Gao Jianguo, and Tian Liulong.
(in Chinese) [7] Zhang Yunxiang, Luo Yaonan, Yang Rongxi, et al.

A monitoring system for greenhouse was proposed by Lin Tian HuaIn in [6], which used STM32F107 as the control board and collected the data inside the greenhouse via the soil temperature and humidity sensor, light intensity sensor.
References [1] Zhang Q, Yang X, Zhou Y, et al :A wireless solution for greenhouse monitoring and control system based on ZigBee technology[J].

[7] Chuangxin Guo, Yang Wang, Yong Shen, Mei Wang.Proceedings of the CSEE. 32 (1):24-30(2012), In Chinese
[8] Hongchun Shu, Xincui Tian, Jun Dong, Guangbin Zhang.

Yang: Petrochemical Industry Application, Vol.28 (2013) No.2, p.1-3
Tian: Environmental Science and Technology, Vol.32 (2009) No.3, p.22-26

Yang, Appl.
Lett. 82(2003), 281-283 [10] Hu Tian, Junfeng Ma, Kang Li, Jinjun Li, Ceramics Int. 35 (2009), 1289-1292 [11] Soon H.K, Wonjoo L., Yoon-Chae N. et al, Current Applied Physics 13(2013), 252-255 [12] Z.

Beijng: Tsinghua University press, 2012 [2] LU Gang, ZHOU Ming-Tian, SHE Kun, et al.
[5] Yanchun Yang, Kefei Chen.

Tian: Rare Metal Materials and Engineering Vol. 38(12) (2009), p. 2069 [8] C.G.
Yang and M.A.

References [1] Qiang Yang,Jian-hui Lin,Jian-ming Ding,Han-biao Nong.
(in Chinese) [8] Yuan Ren,You-peng Zhang,Hong-zhang Shi,Ming-xing Tian.

Y-zeolites (NaY-zeolite, from Tian Jin University catalysts co., China; SiO2/Al2O3 = 4.8) were used as received.
Yang: Ind.

References [1] Kaiyan XU, Demin WEI:Nonlinear Earthquake-response Time-history Analysis of Wuhan Junshan Yangtze River Bridge:Journal of Hunan University(Natural Sicences), Vol.37(2010), p.19-23,In Chinese [2] Wei LI, Haiping DING:Nonlinear Seismic Response Analysis of Large-Span Cable-Stayed Bridge with Soil-Structure Interaction:Journal of Disaster Prevention and Mitigation Engineering, Vol.29(2009),p.555-560,In Chinese [3] Lixin BAO, Xiaozhen LI, Xing WEI,et al:Evaluation of Seismic Resistance Capacity for YIBIN YANGTZE River Cable-stayed Bridge:ENGINEERING MECHANICS,Vol.25(2008), p.174-182, In Chinese [4] Fengchen LI, Shizhu TIAN, Jinping OU:Study on the Parameter Vibration of the Large- Span Cable - Stayed Bridges:Journal of Shenyang jianzhu university naturalscience, Vol.24(2008), p.737-742,In Chinese [5] Changjiang SHAO,Yongjiu QIAN:Analysis on Nonlinear Seismic Response of Long-span Cable-stayed Bridge Subjected to Asynchronous Excitation:Journal of Highway and Transportion
Research and Development,Vol.24(2007),p.68-71,In Chinese [6] Zhongxian LI, Jian HUANG, Yang DING,et al:Seismic responses of long-span cable-stayed bridgesunder different patterns of earthquake excitations:China Journal of Highway and Transport, Vol.18(2005),p.48-53,In Chinese [7] Yahui ZHANG, liyuan LI, Yan CHEN,et al:Wave passage effect on random seismic response of long-span structures:Journal of Dalian University of Technology,Vol.45(2005),p.480-486,In Chinese