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Journal articles on the topic 'Low ascent building'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Currie-Gregg, Nancy J., and Kelly Carney. "Development of a finite element human vibration model for use in spacecraft coupled loads analysis." Journal of Low Frequency Noise, Vibration and Active Control 38, no. 2 (2018): 839–51. http://dx.doi.org/10.1177/1461348418757994.

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Finite element human vibration models were developed and implemented for use in human-tended spacecraft-coupled loads analysis, an analytical process used to predict low-frequency spacecraft loads which occur during dynamic phases of flight of such as launch, ascent, or ascent aborts. Human vibration may also affect stress predictions for spacecraft systems which the crew interacts with, such as crew seats and crew impact attenuation systems. These human vibration models are three-dimensional, distributed-mass representations of 1st-percentile female, 50th-percentile male, and 99th-percentile

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2

Hitchcock, Stacey M., and Russ S. Schumacher. "Analysis of Back-Building Convection in Simulations with a Strong Low-Level Stable Layer." Monthly Weather Review 148, no. 9 (2020): 3773–97. http://dx.doi.org/10.1175/mwr-d-19-0246.1.

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Abstract In a mesoscale convective system (MCS), convection that redevelops over (i.e., back-builds), and/or repeatedly passes over (i.e., trains) a region for an extended period of time can contribute to extreme rainfall and flash flooding. Past studies have indicated that both mesoscale ascent and lifting of the inflow layer by a cold pool or bore are important when this back-building/training convection is displaced from the leading line [sometimes called rearward off-boundary development (ROD)]. However, Plains Elevated Convection At Night (PECAN) field campaign observations suggest that t

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3

Carev, Evgeny, Konstantin Rukomoinikov, Vladimir Makarov, Ilya Anisimov, and Nikita Anisimov. "Rescue system for people evacuation for highrise buildings." E3S Web of Conferences 486 (2024): 06008. http://dx.doi.org/10.1051/e3sconf/202448606008.

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The article deals with the issues of ensuring fire safety of multifunctional high-rise buildings and structures. Measures are given to ensure fire safety of multifunctional high-rise buildings and structures. Effective modern methods of improving the safety of using constructive solutions that prevent the spread of fire and the evacuation of people from places covered in flames and smoke by combustion products and blocking access to stairwells are reflected. Since in some cases it is not possible to save people from a burning building in traditional ways, structural solutions are additionally

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4

Quinting, Julian F., and Christian M. Grams. "EuLerian Identification of ascending AirStreams (ELIAS 2.0) in numerical weather prediction and climate models – Part 1: Development of deep learning model." Geoscientific Model Development 15, no. 2 (2022): 715–30. http://dx.doi.org/10.5194/gmd-15-715-2022.

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Abstract. Physical processes on the synoptic scale are important modulators of the large-scale extratropical circulation. In particular, rapidly ascending airstreams in extratropical cyclones, so-called warm conveyor belts (WCBs), modulate the upper-tropospheric Rossby wave pattern and are sources and magnifiers of forecast uncertainty. Thus, from a process-oriented perspective, numerical weather prediction (NWP) and climate models should adequately represent WCBs. The identification of WCBs usually involves Lagrangian air parcel trajectories that ascend from the lower to the upper troposphere

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5

Abhishek, Kumar Chimaniya, Kumar Singh Chandrakar Vinay, and Singh Tomar Praveen. "Evaluate the Magnification Factors for Building with Respect to Zone and Height of the OGS Building." Journal of Structural Technology (e-ISSN: 2581-950X) 4, no. 3 (2019): 46–51. https://doi.org/10.5281/zenodo.3374465.

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Infill dividers can be showed up in business programming using two-dimensional zone part with fitting material properties for direct flexible examination. In any case, this kind of showing may not work for non-direct examination since the non-straight material properties for a two-dimensional orthotropic area isn't amazingly knew. Seismic evaluation of a current reinforced bond (RC) encompassed structure would reliably require a non-straight examination. Spread piece around there supports a straight slanting swagger way to deal with oversee manage model infill divider for both direct (Equi

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6

DIAS, EDNEY CIELICI. "Profits and votes: Entrepreneurs and the government in Brazilian housing policy." Revista de Economia Política 35, no. 4 (2015): 763–79. http://dx.doi.org/10.1590/0101-31572015v35n04a05.

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ABSTRACTAfter more than twenty years of low housing construction output, the housing policy recovered its momentum in the country with the ascent of the Partido dos Trabalhadores (Workers' Party, PT) to the seat of the federal government. This article demonstrates - through the analysis of documents, interviews and research conducted with businessmen - that the impetus of such a state policy is a part of the PT electoral strategy, which is based on economic growth and the expansion of social programs. The research analyses the dovetailing of interests between the Lula (the Brazilian President

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7

Avani, Pareek, Verma Shanaya, Mishra Shivraj, Swami Shivam, and Sharma Shivang. "A Review Study on Design Problems and Solutions for Bridges and High Rise Buildings." Journal of Structural Engineering, its Applications and Analysis 6, no. 3 (2023): 68–71. https://doi.org/10.5281/zenodo.10296858.

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<i>The goal of bridge design is to create a bridge that is both elegant and safe while meeting all functional requirements at a cost that the owner can afford. The purpose of a bridge is to provide a crossing over a physical obstacle, such as a body of water, valley, or road. Bridges are constructed above these types of obstacles. Bridges come in a variety of designs, including conceptual, preliminary, detailed, and construction designs. </i> <i>A successful bridge's design needs to be unique, organic, simple, and harmonious with its surroundings. Accidents, injuries, and problems wi

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8

Chen, Chao, Xiaoteng Cao, Shuaibing Zhang, Zhendong Lei, and Kaixu Zhao. "Dynamic Characteristic and Decoupling Relationship of Energy Consumption on China’s Construction Industry." Buildings 12, no. 10 (2022): 1745. http://dx.doi.org/10.3390/buildings12101745.

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(1) Background: The decoupling of energy consumption from economic growth in the construction industry is crucial to the sustainable development of the global construction industry. The existing studies focus on the advancements in energy efficiency by designers for building monoliths or construction techniques, involving no exploration of energy efficiency management from a regional perspective, which is unfavorable for the formulation of energy efficiency policies and systematic control of the construction industry by local governments. (2) Methods: From the perspective of regional managemen

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9

Lu, Gang, Hao Li, Hongzhi Ma, and Tingshuang Leng. "Oxidation Study and Mechanism Analysis of Desulfurization Ash in Dense-Phase Tower." Processes 12, no. 5 (2024): 1008. http://dx.doi.org/10.3390/pr12051008.

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Dense-phase-tower desulfurization technology is an emerging semi-dry flue-gas desulfurization ash process, i.e., the flue gas is allowed to enter the desulfurization tower from the bottom up and, at the same time, is sprayed with a desulfurizing agent that undergoes an acid–base reaction with the flue gas in the ascent process. The calcium sulfite and calcium sulfate produced by the reaction and the part of the desulfurization agent that is not involved in the reaction will enter the subsequent dust removal system, and what is retained is the by-product desulfurization ash. This desulfurizatio

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10

Kim, Yong Chul, Akihito Yoshida, and Yukio Tamura. "Influence of Surrounding Buildings on Wind Loads Acting on Low-Rise Building." Journal of Structural Engineering 139, no. 2 (2013): 275–83. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000625.

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11

Chen, Bo, Weihua Cheng, Haoran Ma, and Qingshan Yang. "Wind Interference Effects from One High-Rise Building and Similar Low-Rise Flat-Roof Buildings." Journal of Structural Engineering 147, no. 9 (2021): 04021138. http://dx.doi.org/10.1061/(asce)st.1943-541x.0003121.

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12

Shutova, M. A. "Development of a building cable routing system in Model Studio CS OPS." Upravlenie kachestvom (Quality management), no. 10 (September 20, 2023): 33–39. http://dx.doi.org/10.33920/pro-01-2310-06.

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One of the most important stages of designing sections of low-current systems is the creation of a system of cable routes for laying cables connected to devices. Often, the development of this stage on a 2D plan without the use of three-dimensional modeling does not provide the necessary detail and informativeness, especially on sections of turns, descents, ascents, junctions and ramifications of trails. However, the creation of a complex 3D model of cablecarrying systems allows the engineer to fully work through all sections and thereby avoid further errors and inconsistencies during installa

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13

Murtza, Iqbal, Ayesha Saadia, Rabia Basri, Azhar Imran, Abdullah Almuhaimeed, and Abdulkareem Alzahrani. "Forex Investment Optimization Using Instantaneous Stochastic Gradient Ascent—Formulation of an Adaptive Machine Learning Approach." Sustainability 14, no. 22 (2022): 15328. http://dx.doi.org/10.3390/su142215328.

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In the current complex financial world, paper currencies are vulnerable and unsustainable due to many factors such as current account deficit, gold reserves, dollar reserves, political stability, security, the presence of war in the region, etc. The vulnerabilities not limited to the above, result in fluctuation and instability in the currency values. Considering the devaluation of some Asian countries such as Pakistan, Sri Lanka, Türkiye, and Ukraine, there is a current tendency of some countries to look beyond the SWIFT system. It is not feasible to have reserves in only one currency, and th

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14

Haan, F. L., Vasanth Kumar Balaramudu, and P. P. Sarkar. "Tornado-Induced Wind Loads on a Low-Rise Building." Journal of Structural Engineering 136, no. 1 (2010): 106–16. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000093.

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15

Lynn, Brian A., and Theodore Stathopoulos. "Wind‐Induced Fatigue on Low Metal Buildings." Journal of Structural Engineering 111, no. 4 (1985): 826–39. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:4(826).

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16

Kumar, K. Suresh, and T. Stathopoulos. "Wind Loads on Low Building Roofs: A Stochastic Perspective." Journal of Structural Engineering 126, no. 8 (2000): 944–56. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:8(944).

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17

Kopp, Gregory A., and Murray J. Morrison. "Component and Cladding Wind Loads for Low-Slope Roofs on Low-Rise Buildings." Journal of Structural Engineering 144, no. 4 (2018): 04018019. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001989.

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18

Paton-Cole, Vidal P., and Ajibade A. Aibinu. "Construction Defects and Disputes in Low-Rise Residential Buildings." Journal of Legal Affairs and Dispute Resolution in Engineering and Construction 13, no. 1 (2021): 05020016. http://dx.doi.org/10.1061/(asce)la.1943-4170.0000433.

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19

Kopp, Gregory A. "Wind Loads on Low-Profile, Tilted, Solar Arrays Placed on Large, Flat, Low-Rise Building Roofs." Journal of Structural Engineering 140, no. 2 (2014): 04013057. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000825.

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20

Wang, Chi-hsiang, and Greg C. Foliente. "Seismic Reliability of Low-Rise Nonsymmetric Woodframe Buildings." Journal of Structural Engineering 132, no. 5 (2006): 733–44. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:5(733).

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21

Mahendran, Mahen. "Wind-Resistant Low-Rise Buildings in the Tropics." Journal of Performance of Constructed Facilities 9, no. 4 (1995): 330–46. http://dx.doi.org/10.1061/(asce)0887-3828(1995)9:4(330).

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22

Kim, Donghoon, and Sungwook Yang. "Center-of-Gravity Variation-Driven Spherical UAV System and Its Control Law." International Journal of Aerospace Engineering 2020 (April 7, 2020): 1–14. http://dx.doi.org/10.1155/2020/5754205.

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Most of the spherical unmanned aerial vehicles (SUAVs) use control surfaces, which are functions of aileron and an elevator, to generate control torque. The work proposes a new conceptual design of an SUAV system controlled through center-of-gravity (CG) variations with its path-tracking control law designed for the system. Compared to the one using control surfaces, the concept suggested is beneficial in the aspect of the expandability of building lighter and smaller SUAVs, especially. A CG variation principle by actuating a pendulum type of a moving part is considered as a methodology for bo

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23

Kopp, Gregory A., Jon K. Galsworthy, and Jeong Hee Oh. "Horizontal Wind Loads on Open-Frame, Low-Rise Buildings." Journal of Structural Engineering 136, no. 1 (2010): 98–105. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000082.

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24

Gioffrè, Massimiliano, Mircea Grigoriu, Michael Kasperski, and Emil Simiu. "Wind-Induced Peak Bending Moments in Low-Rise Building Frames." Journal of Engineering Mechanics 126, no. 8 (2000): 879–81. http://dx.doi.org/10.1061/(asce)0733-9399(2000)126:8(879).

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25

Zisis, Ioannis, and Ted Stathopoulos. "Wind-Induced Cladding and Structural Loads on Low-Wood Building." Journal of Structural Engineering 135, no. 4 (2009): 437–47. http://dx.doi.org/10.1061/(asce)0733-9445(2009)135:4(437).

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26

Zhang, Zhenghua, Guoliang Chen, Xuan Wang, and Han Wu. "Sparse and Low-Overlapping Point Cloud Registration Network for Indoor Building Environments." Journal of Computing in Civil Engineering 35, no. 2 (2021): 04020069. http://dx.doi.org/10.1061/(asce)cp.1943-5487.0000959.

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27

Ji, Xiaowen, Guoqing Huang, Fengbo Wu, and Zhao-Hui Lu. "Wind-Induced Hazard Assessment for Low-Rise Building Envelope Considering Potential Openings." Journal of Structural Engineering 146, no. 4 (2020): 04020039. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002553.

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28

De-la-Colina, Jaime, Bernardino Benítez, and Sonia E. Ruiz. "Accidental Eccentricity of Story Shear for Low-Rise Office Buildings." Journal of Structural Engineering 137, no. 4 (2011): 513–20. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000302.

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29

Taher, Rima. "Design of Low-Rise Buildings for Extreme Wind Events." Journal of Architectural Engineering 13, no. 1 (2007): 54–62. http://dx.doi.org/10.1061/(asce)1076-0431(2007)13:1(54).

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30

Thuyet, Van Ngo, S. K. Deb, and A. Dutta. "Mitigation of Seismic Vulnerability of Prototype Low-Rise Masonry Building Using U-FREIs." Journal of Performance of Constructed Facilities 32, no. 2 (2018): 04017136. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0001136.

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31

Nanda, Radhikesh P., Manish Shrikhande, and Pankaj Agarwal. "Low-Cost Base-Isolation System for Seismic Protection of Rural Buildings." Practice Periodical on Structural Design and Construction 21, no. 1 (2016): 04015001. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000254.

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32

Sadek, Fahim, and Emil Simiu. "Peak Non-Gaussian Wind Effects for Database-Assisted Low-Rise Building Design." Journal of Engineering Mechanics 128, no. 5 (2002): 530–39. http://dx.doi.org/10.1061/(asce)0733-9399(2002)128:5(530).

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33

Wang, Chi-Hsiang, and Yi-Kwei Wen. "Evaluation of Pre-Northridge Low-Rise Steel Buildings. I: Modeling." Journal of Structural Engineering 126, no. 10 (2000): 1160–68. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:10(1160).

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34

Wang, Chi-Hsiang, and Yi-Kwei Wen. "Evaluation of Pre-Northridge Low-Rise Steel Buildings. II: Reliability." Journal of Structural Engineering 126, no. 10 (2000): 1169–76. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:10(1169).

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35

Moldovan, Macedon D., Ion Visa, and Anca Duta. "Enhanced Sustainable Cooling for Low Energy Office Buildings in Continental Temperate Climate." Journal of Energy Engineering 143, no. 5 (2017): 04017054. http://dx.doi.org/10.1061/(asce)ey.1943-7897.0000485.

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36

Lixinski, Lucas. "Religious heritage in international law: Nationalism, culture, and rights." Pravovedenie 64, no. 1 (2020): 138–55. http://dx.doi.org/10.21638/spbu25.2020.111.

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This Article explores the work that religious heritage performs in our thinking about the uses of heritage in the construction of politics, society, and culture. Seen as heritage, religion is an important part of nation-building, divorced from fundamental canons, and seen as a social practice, which for the most part is a positive development in line with the international human right to freedom of religion. The Article explores religious heritage in international law through the Russian experience both in the 1972 World Heritage Convention and the 2003 Intangible Cultural Heritage Convention.

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37

Smirnova, O. M. "Low-Clinker Cements with Low Water Demand." Journal of Materials in Civil Engineering 32, no. 7 (2020): 06020008. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0003241.

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38

Li, Gang, Shi Gan, and Hongnan Li. "Wind Pressure Mitigation on Gable Roofs for Low-Rise Buildings Using Spoilers." Journal of Structural Engineering 144, no. 8 (2018): 04018104. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002103.

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39

Ginger, John D. "Internal Pressures and Cladding Net Wind Loads on Full-Scale Low-Rise Building." Journal of Structural Engineering 126, no. 4 (2000): 538–43. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:4(538).

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40

Bozkurt, Mehmet Bakır, Sina Kazemzadeh Azad, and Cem Topkaya. "Low-Cycle Fatigue Testing of Shear Links and Calibration of a Damage Law." Journal of Structural Engineering 144, no. 10 (2018): 04018189. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002192.

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41

Kavoura, F., B. Gencturk, and M. Dawood. "Reversed Cyclic Behavior of Column-to-Foundation Connections in Low-Rise Metal Buildings." Journal of Structural Engineering 143, no. 9 (2017): 04017095. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001821.

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42

Cayci, Bayram Tanik, Mehmet Inel, and Esra Ozer. "Effect of Soil–Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings." International Journal of Geomechanics 21, no. 3 (2021): 04021009. http://dx.doi.org/10.1061/(asce)gm.1943-5622.0001944.

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43

Dere, Yunus. "Assessing a Retrofitting Method for Existing RC Buildings with Low Seismic Capacity in Turkey." Journal of Performance of Constructed Facilities 31, no. 2 (2017): 04016098. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000969.

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44

De Sortis, Adriano, and Fabrizio Vestroni. "Seismic Retrofit of Low-Rise Reinforced-Concrete Buildings: A Modified Displacement-Based Design Procedure." Journal of Architectural Engineering 26, no. 2 (2020): 04020008. http://dx.doi.org/10.1061/(asce)ae.1943-5568.0000398.

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45

Kim, Yong Chul, and Yukio Tamura. "Simulation of Wind Pressures on a Target Low-Rise Building in Large Group by RANS Turbulence Model." Journal of Aerospace Engineering 28, no. 3 (2015): 04014082. http://dx.doi.org/10.1061/(asce)as.1943-5525.0000417.

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46

Mashal, Mustafa, and Alessandro Palermo. "Low-Damage Seismic Design for Accelerated Bridge Construction." Journal of Bridge Engineering 24, no. 7 (2019): 04019066. http://dx.doi.org/10.1061/(asce)be.1943-5592.0001406.

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47

Liu, Hongyan, and John W. van de Lindt. "Prescriptive Approach to the Performance-Based Seismic Design of Low-Rise Wood-Frame Residential Buildings." Journal of Performance of Constructed Facilities 25, no. 4 (2011): 268–76. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000154.

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48

Islam, A. B. M. Saiful, Syed Ishtiaq Ahmad, Mohammed Jameel, and Mohd Jumaat Zamin. "Seismic Base Isolation for Buildings in Regions of Low to Moderate Seismicity: Practical Alternative Design." Practice Periodical on Structural Design and Construction 17, no. 1 (2012): 13–20. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000093.

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49

Surry, David, Gregory A. Kopp, and F. Michael Bartlett. "Wind Load Testing of Low Buildings to Failure at Model and Full Scale." Natural Hazards Review 6, no. 3 (2005): 121–28. http://dx.doi.org/10.1061/(asce)1527-6988(2005)6:3(121).

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50

Lakshmanan, N., S. Selvi Rajan, S. Arunachalam, and G. Ramesh Babu. "Wind Tunnel Studies on Force Coefficients for Grouped Low-Rise Buildings with Parapet." Practice Periodical on Structural Design and Construction 14, no. 3 (2009): 135–39. http://dx.doi.org/10.1061/(asce)1084-0680(2009)14:3(135).

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