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Seismic Response of Variable Section Column with a Change in Its Boundary Conditions

Buildings 2025年第9期15卷 1456-1456页

作者： de Macêdo Wahrhaftig, Alexandre Eisenberger, Moshe Baptista Elias, Castro Malheiros Filho, Luiz Antônio Department of Construction and Structures Polytechnic School Federal University of Bahia 5º Andar Rua Aristides Novis 02 FederaçãoBA Salvador40210-910 Brazil Faculty of Civil and Environmental Engineering Technion—Israel Institute of Technology Technion City Haifa32000 Israel Department of Geophysics Institute of Geosciences Federal University of Bahia Rua Barão de Jeremoabo s/n OndinaBA Salvador40170-290 Brazil Young Researcher Program Vice-Rectorate for Research and Graduate Studies Federal University of Bahia Rua Basílio da Gama 6/8 CanelaBA Salvador40110-040 Brazil

The end conditions of columns constitute an important design parameter as they change their stiffness. The degree of restraint of the column modifies its fundamental frequency and mode of vibration. The rotational stiffness at its ends may transform from zero (hinged) to infinite (clamped). For intermediate values, the rotational movement is partially restricted, and it is classified as semi-rigid. In this work, the seismic response for a linearly variable section column and with gradual change in the rotational fixity is studied. A parametric solution is developed using the Rayleigh method, derived for cases of non-prismatic columns, and considering the axially distributed force along the column height. The obtained generalized stiffness and mass are used to perform approximate seismic evaluation at low effort and examine the influence of the changes to the structure. The analysis indicated that with a spring coefficient of 5 EI/l, the displacement drops by 50%, meaning that this range can produce significant influence on the structural response. The relationship between the top load and the column self-weight equal to 0.3 defines the limit for the hinged–hinged boundary condition to exist. As research recommendations, analysis of columns with variable cross-sections and different shapes, different distributed loadings, applying the rotational spring for both ends and over the shape functions, and analysis of buildings by an equivalent system are suggested. Experimental activity is indicated as a possibility for future investigations. © 2025 by the authors.

关键词： Structural analysis

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The potential of plant proteins as antifungal agents for agricultural applications

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Synthetic and Systems Biotechnology 2022年第4期7卷 1075-1083页

作者： Tiffany Chiu Theo Poucet Yanran Li Graduate Program in Genetics GenomicsAnd Bioinformatics1140 Batchelor HallUniversity of California RiversideCalifornia92521USA Department of Chemical and Environmental Engineering University of CaliforniaRiversideCA92521USA

Fungal pathogens induce a variety of diseases in both plants and post-harvest food crops,resulting in significant crop losses for the agricultural *** the usage of chemical-based fungicides is the most common way to control these diseases,they damage the environment,have the potential to harm human and animal life,and may lead to resistant fungal ***,there is an urgent need for diverse and effective agricultural fungicides that are environmentally-and *** have evolved various mechanisms in their innate immune system to defend against fungal pathogens,including soluble proteins secreted from plants with antifungal *** proteins can inhibit fungal growth and infection through a variety of mechanisms while exhibiting diverse functionality in addition to antifungal *** this mini review,we summarize and discuss the potential of using plant antifungal proteins for future agricultural applications from the perspective of bioengineering and biotechnology.

关键词： antifungal potential crops

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Surface modification of membrane filters using graphene and graphene oxide-based nanomaterials for bacterial inactivation and removal

Surface modification of membrane filters using graphene and ...

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作者： Musico, Yvonne Ligaya F. Santos, Catherine M. Dalida, Maria Lourdes P. Rodrigues, Debora F. Department of Civil and Environmental Engineering University of Houston Houston TX 77204-5003 United States Environmental Engineering Graduate Program College of Engineering University of the Philippines Diliman Quezon City 1101 Philippines

Surfaces of commercially available membrane filters were modified by the dispersion of poly(N-vinylcarbazole) (PVK), graphene (G), poly(N-vinylcarbazole) -graphene (PVK-G), graphene oxide (GO), and poly(N-vinylcarbazole)-graphene oxide (PVK-GO) in order to impart antibacterial properties. The successful coatings of the membranes were demonstrated through scanning electron microscopy (SEM) and Fourier transform infrared (FT-IR) spectroscopy. Investigations carried out on the surface-modified membrane filters using Escherichia coli and Bacillus subtilis showed that the presence of graphene-based nanomaterials significantly improved the antibacterial properties of the membrane filters. One of the mechanisms for this improved antimicrobial property of the filter was attributed to the production of reactive oxygen species by the nanomaterials. Among the nanomaterials used in this study, the PVK-GO-modified membrane filter exhibited the best removal of B. subtilis and E. coli with 4 and 3 log removals, respectively. The different levels of E. coli and B. subtilis removals were attributed to the differences in their cell structures and composition. This study has demonstrated that the use of graphene-based nanomaterials to modify the surfaces of membrane filters is an effective method of imparting antibacterial properties that can find useful application in water and wastewater treatment. © 2014 American Chemical Society.

关键词： Nanostructured materials

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Study of Hybrid Steel Fibers Effects on the Workability and Compressive Properties of Non-proprietary UHPC 3rd

Study of Hybrid Steel Fibers Effects on the Workability and ...

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3rd International Conference on Sustainable Civil engineering and Architecture, ICSCEA 2023

作者： Zhang, Ye Ogawa, Yuko Goegre, Riya Catherine Kawai, Kenji Civil and Environmental Engineering Program Graduate School of Advanced Science and Engineering Hiroshima University 1-4-1 Kagamiyama Higashi-Hiroshima Japan

ISBN: (纸本)9789819974337

Non-proprietary ultra-high-performance concrete (UHPC) is renowned for excellent mechanical properties, especially high compressive strength which is generally above 150 MPa. Despite the high compressive strength, the failure mode of non-proprietary UHPC under axial loading is sudden, brittle, and explosive. The undesired compression failure mode is not ideal for structure design and undermines the engineering value of non-proprietary UHPC. This research targets to convert the compression failure mode of non-proprietary UHPC from brittle to ductile with hybrid steel fiber reinforcement and select the most effective reinforcing proportion. In this research, a ground granulated blast-furnace slag (GGBS) based non-proprietary UHPC mix is reinforced with five combinations of two steel fiber types with straight ends. The lengths of the two steel fibers are 6.5 mm and 13 mm. The total volume fraction of steel fibers is 2%. The 28-day compressive strengths and the failure modes of the reinforced samples are compared to select a hybrid steel fiber combination that transforms the failure mode of non-proprietary UHPC and strengthens the compression performance most effectively. The experiment results demonstrate that: (1) with steel fibers presented, non-proprietary UHPC is capable of continuously taking compressive load after matrix cracks;(2) instead of explosive brittle failure mode, fiber reinforced non-proprietary UHPC fails in a ductile behavior under axial compression load and the samples stay in integrity;(3) hybrid steel fiber reinforcement is more effective than single type steel fiber reinforcement in improving the compression performance of non-proprietary UHPC. © 2024, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

关键词： Compressive strength

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High-resolution density profile of shallow ice core from the southeast Greenland dome drilled in 2021

High-resolution density profile of shallow ice core from the...

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作者： Takasugi, Keita Hori, Akira Kawakami, Kaoru Matsumoto, Mai Sasage, Mahiro Saito, Takeshi Iizuka, Yoshinori Graduate School Social and Environmental Engineering Program Kitami Institute of Technology Japan Department of Earth Energy and Environmental Engineering Kitami Institute of Technology Japan Graduate School of Environmental Science Hokkaido University Japan Institute of Low Temperature Science Hokkaido University Japan

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Fundamental study on impact factor for fatigue design of highway bridges based on moving vehicle response analysis 5

Fundamental study on impact factor for fatigue design of hig...

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5th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures

作者： Nakano, Kazuya Nakamura, Shozo Nishikawa, Takafumi Civil and Environmental Engineering Program Graduate School of Engineering Nagasaki University 1-14 Bunkyo-machi Nagasaki852-8521 Japan Department of Civil and Environmental Engineering Graduate School of Engineering Nagasaki University 1-14 Bunkyo-machi Nagasaki852-8521 Japan

ISBN: (纸本)9789810727291

Fatigue design was newly included in Japanese design code for highway bridges in the recently revised edition as one of the limit states of structures to be verified in design. The current Japanese design code specifies the impact factor as a function of only span length. Details of analysis method for fatigue of steel highway bridges are described in the fatigue design recommendation, and impact factor is specified to be a half of the value determined in the design code based on the judgment that its average value should be used for fatigue design. However, it is not clearly shown that this value represents adequately dynamic influence on fatigue damage. This paper suggests a calculation method of impact factor for fatigue design. In this method, dynamic response analysis of a bridge against a running vehicle is combined with the Monte Carlo simulation. Impact factor is decided from the ratio of fatigue damages based on dynamic and static analyses. Moreover, impact factors of three simply supported composite girder bridges with different spans are calculated by this method. Three types of roughness on road surfaces are considered in the analysis. The main findings can be summarized as follows: (1) The impact factor becomes smaller when the span length becomes shorter;(2) When road surface condition is average or poor, the impact factor in the recommendation underestimated the dynamic influence for fatigue damages;(3) The vehicle speed has certain influence on the value of impact factor. The influence is not monotonie, but it reaches maximum when the speed is 40km/h.

关键词： Highway bridges

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Front Cover: Potassium Carbonate as a Low-Cost and Highly Active Solid Base Catalyst for Low-Temperature Methanolysis of Polycarbonate (ChemSusChem 2/2025)

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ChemSusChem 2025年第2期18卷

作者： Tzu-Ming Lin Philip Anggo Krisbiantoro Miyu Sato Yu-Chia Chang Eduardo C. Atayde Dr. Weisheng Liao Prof. Yuichi Kamiya Dr. Ryoichi Otomo Prof. Kevin C.-W. Wu Department of Chemical Engineering National Taiwan University Taipei 10617 Taiwan Molecular Science and Technology Program Taiwan International Graduate Program Academia Sinica Taipei 11529 Taiwan International Graduate Program of Molecular Science and Technology National Taiwan University Taipei 10617 Taiwan Graduate School of Environmental Science Hokkaido University Nishi 5 Kita 10 Kita-ku Sapporo 060-0810 Japan Department of Chemistry National Tsing Hua University Hsinchu 30013 Taiwan Faculty of Environmental Earth Science Hokkaido University Nishi 5 Kita 10 Kita-ku Sapporo Japan Department of Chemical Engineering and Materials Science Yuan Ze University Chung-Li Taoyuan Taiwan Department of Chemical Engineering Chung Yuan Christian University Taoyuan City 320 Taiwan

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Effect of Molarity of Potassium Hydroxide Solution on Heat Resistance of Fly Ash-Slag Based Geopolymer 2nd

Effect of Molarity of Potassium Hydroxide Solution on Heat R...

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2nd International Conference on Sustainable Civil engineering and Architecture, ICSCEA 2021

作者： Saludung, Apriany Azeyanagi, Takumu Ogawa, Yuko Kawai, Kenji Department of Civil and Environmental Engineering Graduate School of Engineering Hiroshima University 1-4-1 Kagamiyama Higashihiroshima City Japan Civil and Environmental Engineering Program Graduate School of Advanced Science and Engineering Hiroshima University 1-4-1 Kagamiyama Higashihiroshima City Japan

ISBN: (纸本)9789811933028

Designing a building material with high fire resistance is crucial for minimizing the impact of catastrophic fire. Geopolymer, a new type of binder synthesized by the reaction of aluminosilicate sources with an alkaline solution, has been extensively studied as it offers comparable or even high durability when compared to ordinary Portland cement (OPC). The concentration of the alkaline solution is one of the important factors that affect the durability;however, there is very little data on the heat resistance of geopolymer activated with potassium hydroxide. Thus, this study aims to investigate the effect of molarity of potassium hydroxide on the heat resistance of fly ash-slag blended geopolymer paste. The potassium hydroxide (10, 12, and 14 M) and sodium silicate solutions were prepared as activator solutions. The initial heat curing at 70 ºC for 24 h was applied. In addition, an OPC specimen was also prepared for comparison. After curing for 28 days, some specimens were exposed to high temperatures (500, 750, and 950 ºC). The compressive strength of unexposed and exposed geopolymer and OPC paste specimens was measured. The results showed that the increase of molarity of potassium hydroxide solution increased the heat resistance of geopolymer in terms of retained compressive strength. Moreover, the geopolymer specimens could maintain higher compressive strength than that of OPC paste when exposed to high temperatures up to 950 ºC. This is attributed to the mineral composition of geopolymer, which is different from OPC paste, as studied by X-ray diffraction analysis. © 2023, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

关键词： Potassium hydroxide

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Spectral Model for Soybean Yield Estimate Using MODIS/EVI Data

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International Journal of Geosciences 2013年第9期4卷 1233-1241页

作者： Anibal Gusso Jorge Ricardo Ducati Mauricio Roberto Veronez Damien Arvor Luiz Gonzaga da Silveira Jr. Environmental Engineering UNISINOSSao LeopoldoBrazil Remote Sensing Center and Astronomy Department UFRGSPorto AlegreBrazil Graduate Program in Geology UNISINOSSao LeopoldoBrazil Institut de Recherche Pour le Developpement(IRD) MontpellierFrance Graduate Program in Applied Computing UNISINOSSao LeopoldoBrazil

Attaining reliable and timely agricultural estimates is very important everywhere, and in Brazil, due to its characteristics, this is especially true. In this study, estimations of crop production were made based on the temporal profiles of the Enhanced Vegetation Index (EVI) obtained from Moderate Resolution Imaging Spectroradiometer (MODIS) images. The objective was to evaluate the coupled model (CM) performance of crop area and crop yield estimates based solely on MODIS/EVI as input data in Rio Grande do Sul State, which is characterized by high variability in seasonal soybean yields, due to different crop development conditions. The resulting production estimates from CM were compared to official agricultural statistics of Brazilian Institute of Geography and Statistics (IBGE) and the National Company of Food Supply (CONAB) at different levels from 2000/2001 to 2010/2011 crop years. Results obtained with CM indicate that its application is able to generate timely production estimates for soybean both at municipality and local levels. Validation estimates with CM at State level obtained R2 = 0.95. Combining all cropping years at municipality level, estimates were highly correlated to official statistics from IBGE, with R2 = 0.91 and RMSD = 10,840 tons. Spatially interpolated comparisons of yield maps obtained from the CM estimates and IBGE data also showed visual similarity in their spatial distribution. Local level comparisons were performed and presented R2 = 0.95. Implications of this work point out that time-series analysis of production estimates are able to provide anticipated spatial information prior to the soybean harvest.

关键词： Remote Sensing Coupled Model Soy Yield Forecast Satellite Images

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Biogas Production from Rice Husk Waste by using Solid State Anaerobic Digestion (SSAD) Method 2

Biogas Production from Rice Husk Waste by using Solid State ...

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2nd International Conference on Energy, environmental and Information System, ICENIS 2017

作者： Matin, Hashfi Hawali Abdul Hadiyanto Master Program of Environmental Science School of Post Graduate Studies Diponegoro University Indonesia Chemical Engineering Department Engineering Faculty Diponegoro University Indonesia

An effort to obtain alternative energy is still interesting subject to be studied, especially production of biogas from agriculture waste. This paper was an overview of the latest development of biogas researches from rice husk waste by Solid State Anaerobic Digestion (SSAD). The main obstacle of biogas production from rice husk waste was the lignin content which is very difficult degraded by microbes. Various pretreatments have been conducted, either physically, chemically as well as biologically. The SSAD method was an attractive option because of the low water content of rice husk waste. The biogas yield by SSAD method gave more attractive result compared to Liquid Anaerobic Digestion (LAD) method. Various studies were still conducted in batch mode laboratory scale and also has not found optimum operating conditions. Research on a larger scale such as bench and pilot scale with continuous systems will be an increase trend in the future research. © 2018 The Authors, published by EDP Sciences.

关键词： Biogas

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