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3 Fourier Transform Infrared Spectroscopy (FTIR) Study of ACQ-D Treated Chinese Fir with Different Post-treatments Lili Yu, Xiaojun Ma1, Lizhi Zhu1 College of Packaging & Printing Engineering Tianjin University of Science & Technology, Tianjin, 300222, China Dagu SouthRoad1038, Hexi District, Tianjin, China, 300222 e-mail: yulilucky@tust.edu.cn Keywords: Chinese Fir (Cunninghamia Lanceolata Hook.), ACQ-D, Copper Leaching, Copper Conversion, Post-Treatment Abstract.
Material and Methods ACQ Treatment and Post-treatments Sapwood of Chinese fir (Cunninghamia lanceolata Hook.) from Sichuan province, China, was used to make wood samples.
European Journal of Wood Products, 67:457–463 [5] Ruddick J (2003) Basic copper wood preservatives, preservative depletion: factors which influence loss.

Yapa Mudiyanselage1,b, Seung Yup Jang1,2,c, Adam Morgan2,d, Woongje Sung1,e 1College of Nanotechnology Science and Engineering, University at Albany, State University of New York, Albany, New York, 12203 USA 2NoMIS Power Corporation, Albany, New York, 12203 USA asdeboer@albany.edu, bdyapamudiyanselage@albany.edu, csjang3@albany.edu, dadam.morgan@nomispower.com, ewsung@albany.edu Keywords: 4H-SiC, MOSFET, Channel Density, Layout Design.
Introduction 4H-SiC's superior material properties enable thinner, more heavily doped drift layers that can withstand high breakdown voltages, resulting in lower specific on-resistance (Ron,sp) and making unipolar devices more viable compared to silicon-based counterparts.
Sung, “An Inclusive Structural Analysis on the Design of 1.2kV 4H-SiC Planar MOSFETs,” IEEE Journal of the Electron Devices Society, vol. 9, pp. 804 - 812, Sep. 2021.

One is from the material properties of rebar and the other is from the effect of overloading.
Guo: Science Press.
Svecova: Journal of Composites for Construction.

In a general way, the traditional houses in Guanzhong region have the following characteristics, such as the compact graphic layout, clear spatial logic, economical land use, strict selection of materials and construction quality, flexible processing of the indoor and outdoor space, and a high art level of decorating housing, which present us a sense of inside collect and reserve.
It is a process of refining and processing the perceptual materials using rational thinking.
As necessary methods of scientific thinking in the process of architecture creation, the new abstract thinking and methods provide pioneering work with the process of science and technology as well as the requirement of social development.
Many kinds of creative material (materials such as the natural figuration, prototype enlightenment, collection of elements, etc.) that natural world endows to the creator can also be found.
Journal of Zhejiang University(Natural Science),1993(03):366

Swelling Potential Indexes of Swelling Rock in Zhangjiakou District Dong Wanga, Guoxiang Yangb, Faquan Wuc , Jinyu Dongd Chinese Academy of Sciences Key Laboratory of Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences Beijing ,100029，China； aeastapollo@163.com , byanggx@mail.iggcas.ac.cn , cfaquanwu@mail.iggcas.ac.cn, d 373400870@qq.com Keywords: Swelling Rock; Swelling Potential; Montmorillonite； Abstract: The indexes to determine the swelling potential of swelling rocks are still not unified.
Remote Sensing for the Earth Science, 3rd ed.
So the relationship between then is not linear; generally speaking, if the free expansibility of the material is more than 40% and the montmorillite content is more than 8~10%[[]Yong-xin QU, Zhi-lan WU, Xiao-lan XU. et.c, Study of swelling rocks in east China, Weak rocks engineer, 1991,(1-2):1~13 ].
Journal of Hydrogeology and Engineering Geology,1988,(5): 36~39 (in Chinese) ] (1991) put forward the method that to determine the swelling potential of swelling rock based on the dry saturated water-absorbing capacity. relationship between montmorillite content and the dry saturated water absorbing capacity has been determined through testing and shown in fig.3.

Construction Method and Numerical analysis on the bearing capacity of the large diameter and abyssal pile located in complex karst area Jin Yi1,a, Guojing He1,b, Sisi Liu 1, Zhiyong Li2 and Zuen Zheng2 1 Central South University of Forestry and Technology, Changsha 410007, Hunan , China 2Traffic Science Research Institute of Hunan Province, Changsha 410001, Hunan , China ayjcc1978@163.com; bcegjhe@hotmail.com(Corresponding author) Keywords：karst region；large diameter and abyssal pile；finite element model; construction method; Abstract.
The contact of stratigraphic unit and pile shaft unit is calculated by nonlinear three line load transfer function, take zero as the contact parameter of the karst cave, consider the compression of pile shaft only, and tip resistance is calculated by nonlinear material hardening model.
Acknowledgements The authors gratefully acknowledge the financial support provided by the Natural Science Foundation of China (No. 51108470 and No. 51178473) and the Hunan traffic science and technology projects (No. 200929).
Chinese Journal of Geotechnical Engineering, 2008,30(3):336-340

The test panels were constructed at 1/2 scale, with all materials the same as prototype.
The general order of ABAQUS modeling contains creating parts, defining material properties, assembly parts, setting analysis unit, defining the interactions between components, meshing, loading and determining boundary conditions.
After creation, we need to give material properties to each component through defining the "material" and "cross-section".
In this model, we adopted damaged plasticity model for masonry panel and concrete, which need to define the material properties and some other relevant parameters in plasticity definition [5-8], the value of all the parameters are shown in Table 2.
(In Chinese) [7] Xiaojie Peng, Anlin Yu and Youzhen Fang: Journal of Suzhou University of Science and Technology(Engineering and technology) Vol. 23 (2010), p. 40 (In Chinese) [8] Jingsong Liu and Hongjun Liu: Equipment Manufacturing Technology Vol. 6 (2009), p. 69 (In Chinese) [9] Nina Zheng: Research on Seismic Behavior of Masonry Structures with Fabricated tie-columns (Chongqing University.

Experts and engineers estimate cost escalation factor and present various escalation factor for each component and material.
Journal of Transportation Engineering.
Burley: Assessing Building Condition by the Use of Condition Indexes, Proceedings of Infrastructure Condition Assessment: Art, Science and Practice, ASCE, Boston, 365-374, (1997)

During the bridge design, the accuracy of the mechanical analysis for the bridge structure is very important, which will directly impact on the bridge material indicators and the safety of structure performance.
Journal of China & Foreign Highway, 2007 (8)
Huazhong University of Science and Technology, 2006 (5).

Four specimens were strengthened with 10-mm diameter deformed CFRP rods which were manufactured by Harbin Tider Science & Technology Inc, Chinese.
It had been proved by the material test that the ultimate tensile strength was 2100 MPa and the Young’s modulus was 150 Gpa.
CFRP-strengthened and corroded RC beams under monotonic and fatigue loads [J].Journal of Composites for Construction,2001,5(4):228-236 [2] Zhang Ke，Ye Lieping，Yue Qingrui.Experimental study on flexural fatigue behavior of RC beams strengthened with pretressed CFRP sheets [J].