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Gen-min Tiana,Wen-ming Zhang,Jia-qi Chang,Zhao Liu 국제구조공학회 2023 Structural Engineering and Mechanics, An Int'l Jou Vol.87 No.3
Spatial cable systems can provide more transverse stiffness and torsional stiffness without sacrificing the vertical bearing capacity compared with conventional vertical cable systems, which is quite lucrative for long-span earth-anchored suspension bridges’ development. Higher economy highlights the importance of refined form-finding analysis. Meanwhile, the internal connection between the lateral and vertical sags has not yet been specified. Given this, an analytic algorithm of formfinding for the earth-anchored suspension bridge with spatial cables is proposed in this paper. Through the geometric compatibility condition and mechanical equilibrium condition, the expressions for cable segment, the recurrence relationship between catenary parameters and control equations of spatial cable are established. Additionally, the nonlinear general reduced gradient method is introduced into fast and high-precision numerical analysis. Furthermore, the analytic expression of the lateral and vertical sags is deduced and discussed. This is very significant for the space design above the bridge deck and the optimization of the sag-to-span ratio in the preliminary design stage of the bridge. Finally, the proposed method is verified with the aid of two examples, one being an operational self-anchored suspension bridge (with spatial cables and a 260 m main span), and the other being an earth-anchored suspension bridge under design (with spatial cables and a 500 m main span). The necessity of an iterative calculation for hanger tensions on earth-anchored suspension bridges is confirmed. It is further concluded that the main cable and their connected hangers are in very close inclined planes.
Fractal Structures of Molybdena Thin Films Deposited on Alumina Ceramics
Jizhong Zhang,Zhu Diaoa,Haoyang Tiana 한국진공학회(ASCT) 2002 Journal of Korean Vacuum Science & Technology Vol.6 No.1
Molybdena powder was heated at both 660℃ and 700℃ for half-hour in an evaporation-deposition device. The molybdena thin films deposited on the surfaces of alumina ceramics displayed two kinds of fractal aggregates, i.e., the stackings of ribbon-like crystals and ramified palm-like structures. It is revealed from the experimental results that the microstructures of these fractal aggregates depended strongly on their growth conditions. The dynamics of fractal growth of molybdena thin film is discussed.
Free Energy of Ligand Removal in the Metal–Organic Framework UiO-66
Bristow, Jessica K.,Svane, Katrine L.,Tiana, Davide,Skelton, Jonathan M.,Gale, Julian D.,Walsh, Aron American Chemical Society 2016 The Journal of Physical Chemistry Part C Vol.120 No.17
<P/><P>We report an investigation of the “missing-linker phenomenon” in the Zr-based metal–organic framework UiO-66 using atomistic force field and quantum chemical methods. For a vacant benzene dicarboxylate ligand, the lowest energy charge-capping mechanism involves acetic acid or Cl<SUP>–</SUP>/H<SUB>2</SUB>O. The calculated defect free energy of formation is remarkably low, consistent with the high defect concentrations reported experimentally. A dynamic structural instability is identified for certain higher defect concentrations. In addition to the changes in material properties upon defect formation, we assess the formation of molecular aggregates, which provide an additional driving force for ligand loss. These results are expected to be of relevance to a wide range of metal–organic frameworks.</P>
Performance assessment of buckling restrained brace with tubular profile
Cao, Yan,Azar, Sadaf Mahmoudi,Shah, S.N.R.,Salih, Ahmed Fathi Mohamed,Thiagi, Tiana,Jermsittiparsert, Kittisak,Ho, Lanh Si Techno-Press 2020 Advances in nano research Vol.8 No.4
In recent years, there has been an upsurge for the usage of buckling restrained braces (BRB) rather than ordinary braces, as they have evidently performed better. If the overall brace buckling is ignored, BRBs are proven to have higher energy absorption capacity and flexibility. This article aims to deliberate an economically efficient yet adequate type of all-steel BRB, comprised of the main components as in traditional ones, such as : (1) a steel core that holds all axial forces and (2) a steel restrainer tube that hinders buckling to occurr in the core; there is a more practical detailing in the BRB system due to the elimination of a filling mortar. An investigation has been conducted for the proposed rectangular-tube core BRB and it is hysteric behavioral results have been compared to previous researches conducted on a structure containing a similar plate core profile that has the same cross-sectional area in its core. A loss of strength is known to occur in the BRB when the limiting condition of local buckling is not satisfied, thus causing instability. This typically occurs when the thickness of the restrainer tube's wall is smaller than the cross-sectional area of the core plate or its width. In this study, a parametric investigation for BRBs with different formations has been performed to verify the effect of the design parameters such as different core section profiles, restraining member width to thickness ratio and relative cross-sectional area of the core to restrainer, on buckling load evaluation. The proposed BRB investigation results have also been presented and compared to past BRB researches with a plate profile as the core section, and the advantages and disadvantages of this configuration have been discussed, and it is concluded that BRBs with tubular core section exhibit a better seismic performance than the ones with a plate core profile.