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Thematische Bibliographien / Structural performance / Zeitschriftenartikel

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Zeitschriftenartikel zum Thema „Structural performance“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 25. Juli 2025

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1

Purushotthama, P., and Dr Jagadish G. Kori. "A Study on Performance of Outrigger Structural Systems during Lateral Loads on High Rise Structures." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 07–13. http://dx.doi.org/10.9756/bijmmi.8148.

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2

Nisarga, K., and Madhukaran. "Structural Performance of Mivan Structural System Over Conventional Structural System." International Journal of Scientific Research and Modern Technology 2, no. 2 (2022): 8. https://doi.org/10.5281/zenodo.6396202.

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India's metropolitan population is now the world's second-largest, and its projected growth is causing more demand in housing. To deal with this problem, India must urgently prepare for the acquisition of land and the rapid construction of housing units. In recent years, there have been significant modifications in the construction process. Buildings were created with the aim of load-bearing in mind in ancient times, and the RCC framed approach was established later. The RC structural wall technology is widely used at the moment. Aluminium formwork, also known as Mivan technology, is a

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3

Goulet, James-A., Prakash Kripakaran, and Ian F. C. Smith. "Multimodel Structural Performance Monitoring." Journal of Structural Engineering 136, no. 10 (2010): 1309–18. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000232.

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4

Hopkins, Brandon J., Jeffrey W. Long, Debra R. Rolison, and Joseph F. Parker. "High-Performance Structural Batteries." Joule 4, no. 11 (2020): 2240–43. http://dx.doi.org/10.1016/j.joule.2020.07.027.

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5

Sanders, Robert E. "High Performance Structural Materials." JOM 38, no. 12 (1986): 12. http://dx.doi.org/10.1007/bf03257586.

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6

Oh, Min Uk, In Rak Choi, Gi Beom Kim, Suk Jae Jung, and Jae Hwan Lee. "Structural Performance Tests for 2HC Composite Structural System." Journal of Korean Society of Steel Construction 34, no. 6 (2022): 309–18. http://dx.doi.org/10.7781/kjoss.2022.34.6.309.

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7

Joo, Sanghoon. "Structural Performance of Precast Concrete Arch with Reinforced Joint." Journal of the Korean Society of Civil Engineers 34, no. 1 (2014): 29. http://dx.doi.org/10.12652/ksce.2014.34.1.0029.

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8

Kim. "Structural Performance of Pre-tensioned Half-depth Precast Panels." Journal of the Korean Society of Civil Engineers 34, no. 6 (2014): 1707. http://dx.doi.org/10.12652/ksce.2014.34.6.1707.

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9

Latif, Hanif Abdul, Dwiwiyati Astogini, and Sumarsono Sumarsono. "VARIABEL ANTESEDEN KEPUASAN DAN PENGARUHNYA TERHADAP LOYALITAS KONSUMEN." Performance 23, no. 2 (2017): 28. http://dx.doi.org/10.20884/1.performance.2016.23.2.276.

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The purpose this study to identify and analyze the effect antecedent variable of satisfaction that is web design, web navigation, costumized preview, website quality, service quality, and perceived value to consumer loyalty of Lazada.co.id. The sample in this study there were 155 respondents who are consumers of Lazada.co.id in Jakarta region. Convenience sampling method used in the determination of the sample. Data was analyzed using Equational Structural Modeling (SEM). These results indicate web design has no effect on web quality, web navigation has positive effect on web quality, customiz

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10

Sugiarto, Meilani. "ANALISIS PERCEIVED ENJOYMENT SEBAGAI VARIABEL ANTISEDEN TECHNOLOGY ACCEPTANCE MODEL." Performance 24, no. 1 (2017): 58. http://dx.doi.org/10.20884/1.performance.2017.24.1.315.

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Young people was active users of the information technology, especially internet. Even some of them tend to make the internet as a medium of the main support daily activities. These study indicate that internet use among young people, especially college student tend to have a model of its own behavior, making it attractive for further investigation. These study focus on the influence of perceived enjoyment as variables anticedent in the Technology Acceptance Model (TAM). The respondents of these study were college student as internet users in Yogyakarta, the province is considering a student c

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11

Smith, Ian F. C. "Increasing Knowledge of Structural Performance." Structural Engineering International 11, no. 3 (2001): 191–95. http://dx.doi.org/10.2749/101686601780346931.

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12

Kermani, A. "Performance of structural insulated panels." Proceedings of the Institution of Civil Engineers - Structures and Buildings 159, no. 1 (2006): 13–19. http://dx.doi.org/10.1680/stbu.2006.159.1.13.

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13

Zhao, Jack Q., and Lyne Daigle. "Structural performance of sliplined watermain." Canadian Journal of Civil Engineering 28, no. 6 (2001): 969–78. http://dx.doi.org/10.1139/l01-068.

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Rehabilitation of a watermain by grouted sliplining is usually carried out when the existing pipe is only partially deteriorated. Although designs that neglect the structural contributions from the existing pipe and the grout are generally conservative, the performance of the rehabilitated pipe needs to be better understood for effective design and management of buried water pipes. Presented in this paper is a practical method for the determination of load sharing and circumferential stresses in a sliplined pressure pipe. The laboratory tests show that the load carrying capacity of a cast iron

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14

SMITH, Ian F. C. "Enabling Performance Based Structural Engineering." IABSE Congress Report 16, no. 5 (2000): 1618–25. http://dx.doi.org/10.2749/222137900796314383.

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15

Tu, Vinh, Leif E. Asp, Natasha Shirshova, Fredrik Larsson, Kenneth Runesson, and Ralf Jänicke. "Performance of bicontinuous structural electrolytes." Multifunctional Materials 3, no. 2 (2020): 025001. http://dx.doi.org/10.1088/2399-7532/ab8d9b.

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16

Cardno, Catherine A. "‘Sensing Skin’ Monitors Structural Performance." Civil Engineering Magazine Archive 87, no. 3 (2017): 40–41. http://dx.doi.org/10.1061/ciegag.0001177.

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17

Johann, Matthew A., Leonard D. Albano, Robert W. Fitzgerald, and Brian J. Meacham. "Performance-Based Structural Fire Safety." Journal of Performance of Constructed Facilities 20, no. 1 (2006): 45–53. http://dx.doi.org/10.1061/(asce)0887-3828(2006)20:1(45).

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18

Reece, Richard, Constantina Lekakou, and Paul A. Smith. "A High-Performance Structural Supercapacitor." ACS Applied Materials & Interfaces 12, no. 23 (2020): 25683–92. http://dx.doi.org/10.1021/acsami.9b23427.

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19

Felix, Thomson, and Joseph Jikhil. "Structural Performance of Shear Connectors." Journal of Structural Engineering, its Applications and Analysis 6, no. 1 (2023): 20–40. https://doi.org/10.5281/zenodo.7809745.

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<em>The top flange of steel composite bridge girders are furnished with a shear connector, which is a steel projection that facilitates the necessary shear transfer between the steel girder and concrete slab to permit composite action. Shear connectors are essential for building solid connection points that withstand shear loading. The shear connectors are placed at the interface between steel beam and concrete slab, and they are responsible for transferring the horizontal shear forces that are formed due to flexural action. The steel concrete composite structures can be characterized as integ

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20

Zhou, Hai Bin. "Structural Performance of Chinese Larch Plywood." Advanced Materials Research 535-537 (June 2012): 1969–72. http://dx.doi.org/10.4028/www.scientific.net/amr.535-537.1969.

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China has the largest plywood production in the world. With the fast development of timber construction in China, plywood has been used as an important structural material for sheathing. It is needed to evaluate some performances for structural use, such as uniform load test. Plywood of different thickness is manufactured according to independent developed technology on a production line. The uniform load capacity was evaluated for wall sheathing. The results showed that those two types met requirements on structural performances of wall sheathings of PS2. It was suggested that the unnecessary

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21

Kim. "Experimental Study on Flexural Structural Performance of Sinusoidal Corrugated Girder." Journal of Korean Society of Steel Construction 27, no. 6 (2015): 503. http://dx.doi.org/10.7781/kjoss.2015.27.6.503.

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22

Król, Dariusz, and Michał Zelmozer. "Structural Performance Evaluation of Multi-Agent Systems." JUCS - Journal of Universal Computer Science 14, no. (7) (2008): 1154–78. https://doi.org/10.3217/jucs-014-07-1154.

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This paper is dedicated to the issue of structural performance of multi-agent platforms. Due to the wide range of all available architectures, we have concentrated only on Java RMI implementations. The main goal of this paper consists of two parts. The first one is to investigate and develop the performance metrics to enable evaluation of distributed systems without reorganization of the running system. The second part is the programming verification of two considered Java RMI multi-agent solutions: Aglets and Jade. We have examined the defined metrics in many experiments with different networ

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23

Chen, Linfeng, and Benjamin A. Graybeal. "Modeling Structural Performance of Ultrahigh Performance Concrete I-Girders." Journal of Bridge Engineering 17, no. 5 (2012): 754–64. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000305.

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24

Anday S, Issaias, Rynkovskaya Marina, Habte D. Yohannes, and Rahel L. Kahsay. "Structural Performance Comparison of Structural Systems Using LIRA and ETABS." E3S Web of Conferences 410 (2023): 03010. http://dx.doi.org/10.1051/e3sconf/202341003010.

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This paper investigates a comparison of structural systems of high rise (96m of 30 stories) buildings subjected to gravity load and wind load of speed 90mph. Three structural systems, Moment frame system, Shear wall system, and Tube-in-Tube system of identical base area and loadings are structurally designed, in ETABS and LIRA software. Linear wind response analysis was carried out as per ASCE 7-05. Parameters like fundamental time period, Maximum story displacement, Maximum column axial load and Vertical floor displacement are considered in this study. As per the findings, the maximum story d

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25

Soutrik, Mukherjee, and R. Vaikkat Kadambari. "Structural Topology Optimization of Headphone." International Journal of Recent Technology and Engineering (IJRTE) 12, no. 2 (2023): 114–27. https://doi.org/10.35940/ijrte.F7462.0712223.

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<strong>Abstract: </strong>Topology optimization is a mathematical strategy enhancing a system's performance by figuring out the best arrangement of materials for a certain set of loads, boundary conditions, and constraints. In basic terms, it builds a design space from a model (3D model). To make the design more efficient, it then eliminates or displaces material inside it. By defining cavities in continuous design domains, topology optimization is an excellent technique for generating lightweight, high-performance, and cost-effective structures. Like every other optimization problem, it

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26

Javidan, Mohammad Mahdi, and Jinkoo Kim. "Fuzzy Sensitivity Analysis of Structural Performance." Sustainability 14, no. 19 (2022): 11974. http://dx.doi.org/10.3390/su141911974.

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Despite the versatility and widespread application of fuzzy randomness in structural and mechanical engineering, less attention has been paid to the formulation of sensitivity analysis for this uncertainty model. In this research, a brief review of the application of sensitivity analyses in structural engineering is provided, and then the concept of local sensitivity analysis is developed for the fuzzy randomness theory. Several sensitivity tests based on the classical probability theory are extended to this uncertainty model, namely, Monte Carlo simulation (MCS), tornado diagram analysis (TDA

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27

Sasián, José. "Some displays of lens structural performance." Applied Optics 61, no. 3 (2021): A22. http://dx.doi.org/10.1364/ao.442880.

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28

Sasián, José. "Some displays of lens structural performance." Applied Optics 61, no. 3 (2021): A22. http://dx.doi.org/10.1364/ao.442880.

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29

MATSUO, Takashi, and Hideyuki MORI. "STRUCTURAL SILICONE PERFORMANCE UNDER MOISTURE CONDITION." AIJ Journal of Technology and Design 27, no. 67 (2021): 1155–60. http://dx.doi.org/10.3130/aijt.27.1155.

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30

Adnan Sulayman, Qahtan, and Mohammed Mahmood. "Post-fire performance of structural steel." Diyala Journal of Engineering Sciences 14, no. 2 (2021): 28–41. http://dx.doi.org/10.24237/djes.2021.14203.

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Carbon steel is widely used in building industry. The different structural element might be exposed to high temperature during fire. The structural safety of steel buildings must be evaluated after they have suffered a fire. The assessment requires understanding the behaviour of carbon steel after heating. Therefore, this paper is aimed at studying the post-fire behaviour of carbon steel. A total of seventeen coupon specimens were tested by uniaxial tensile test. One of them was tested without heating and considered as a reference. Sixteen specimens were heated at a temperature of either 400°C

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31

Ellingwood, B. R. "Structural reliability and performance-based engineering." Proceedings of the Institution of Civil Engineers - Structures and Buildings 161, no. 4 (2008): 199–207. http://dx.doi.org/10.1680/stbu.2008.161.4.199.

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32

Yang, Shiping, Bruce H. Kjartanson, and Robert A. Lohnes. "Structural performance of scrap tire culverts." Canadian Journal of Civil Engineering 28, no. 2 (2001): 179–89. http://dx.doi.org/10.1139/l00-082.

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Culverts constructed of whole truck tires are a cost-effective alternative for draining water from small drainage basins with areas up to several hectares. Truck tire culvert design involves both hydraulic and structural performance considerations. This paper focuses on the structural considerations. Structural performance of truck tire culverts depends on the strength and stiffness of the truck tires and on their interaction with the surrounding backfill soil. The strength and stiffness properties of truck tires were determined by parallel plate testing. Field tests were conducted to evaluate

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33

Kermani, Abdy, and Robert Hairstans. "Racking Performance of Structural Insulated Panels." Journal of Structural Engineering 132, no. 11 (2006): 1806–12. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:11(1806).

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34

Reddy, B. B., and A. Veeraragavan. "Structural Performance of Inservice Flexible Pavements." Journal of Transportation Engineering 123, no. 2 (1997): 156–67. http://dx.doi.org/10.1061/(asce)0733-947x(1997)123:2(156).

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35

Krem, Mohamed, Simi T. Hoque, Sanjay R. Arwade, and Sergio F. Breña. "Structural Configuration and Building Energy Performance." Journal of Architectural Engineering 19, no. 1 (2013): 29–40. http://dx.doi.org/10.1061/(asce)ae.1943-5568.0000103.

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36

Sooriya, P., and M. A. Bushra. "Performance assessment of hexagrid structural system." IOP Conference Series: Materials Science and Engineering 989 (December 11, 2020): 012019. http://dx.doi.org/10.1088/1757-899x/989/1/012019.

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37

Hennart, Jean-François, and Ming Zeng. "Structural determinants of joint venture performance." European Management Review 2, no. 2 (2005): 105–15. http://dx.doi.org/10.1057/palgrave.emr.1500034.

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38

Sues, Robert H., Yi‐Kwei Wen, and Alfredo H. ‐S Ang. "Stochastic Evaluation of Seismic Structural Performance." Journal of Structural Engineering 111, no. 6 (1985): 1204–18. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:6(1204).

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39

Hansmire, William H., Henry A. Russell, Robert P. Rawnsley, and Eldon L. Abbott. "Field Performance of Structural Slurry Wall." Journal of Geotechnical Engineering 115, no. 2 (1989): 141–56. http://dx.doi.org/10.1061/(asce)0733-9410(1989)115:2(141).

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40

Graddy, Elizabeth, and Michael B. Nichol. "Structural Reforms and Licensing Board Performance." American Politics Quarterly 18, no. 3 (1990): 376–400. http://dx.doi.org/10.1177/1532673x9001800306.

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41

Yusof, M. Z. "Building Investigation: Material or Structural Performance." MATEC Web of Conferences 10 (2014): 02005. http://dx.doi.org/10.1051/matecconf/20141002005.

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42

Luckyram, Jeenarainsingh, and Alan E. Vardy. "Fatigue Performance of Two Structural Adhesives." Journal of Adhesion 26, no. 4 (1988): 273–91. http://dx.doi.org/10.1080/00218468808071291.

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43

Weyand, P. G. "Running performance has a structural basis." Journal of Experimental Biology 208, no. 14 (2005): 2625–31. http://dx.doi.org/10.1242/jeb.01609.

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44

Biondini, Fabio, and Dan M. Frangopol. "Long-term performance of structural systems." Structure and Infrastructure Engineering 4, no. 2 (2008): 75. http://dx.doi.org/10.1080/15732470601155144.

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45

Dharmasaroja, A., C. G. Armstrong, A. Murphy, T. T. Robinson, N. L. Iorga, and J. R. Barron. "Structural performance envelopes in load space." Aeronautical Journal 125, no. 1283 (2020): 127–50. http://dx.doi.org/10.1017/aer.2020.94.

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ABSTRACTVisualising the loads that a structure can tolerate provides a key insight into the structural design process, especially for materials and structures that are governed by complex failure criteria. This paper proposes a general method for efficient construction of performance envelopes in load space, and demonstrates the approach with two examples. The performance envelope identifies all possible failure modes, all the redundant and non-redundant structural constraints, and the limiting failure mode in a particular direction in load space. Once the envelope has been constructed, the st

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46

Bação, Pedro. "The Performance of Structural Change Tests." Quality & Quantity 40, no. 4 (2006): 611–28. http://dx.doi.org/10.1007/s11135-005-2073-6.

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47

BAINBRIDGE, R. J., K. HARVEY, C. J. METTEM, and M. P. ANSELL. "Fatigue Performance Of Structural Timber Connections." IABSE Symposium Report 85, no. 1 (2001): 19–24. http://dx.doi.org/10.2749/222137801796349178.

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48

Ferner, Helen, Rob Jury, Andrew King, Martin Wemyss, and Andrew Baird. "Performance objectives for non-structural elements." Bulletin of the New Zealand Society for Earthquake Engineering 49, no. 1 (2016): 79–85. http://dx.doi.org/10.5459/bnzsee.49.1.79-85.

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The recent earthquakes in New Zealand have raised awareness of the seismic vulnerability of non-structural elements and the costly consequences when non-structural elements perform poorly. Impacts on business continuity due to the damage of non-structural elements has been identified as a major cost and disruption issue in recent earthquakes in New Zealand, as well as worldwide. Clearly improvements in performance of non-structural elements under earthquake loads will yield benefits to society. This paper explores the intended and expected performance objectives for non-structural elemen

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49

Di Carlo, Fabio, Alberto Meda, and Zila Rinaldi. "Structural performance of corroded R.C. beams." Engineering Structures 274 (January 2023): 115117. http://dx.doi.org/10.1016/j.engstruct.2022.115117.

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50

Ganzerli, S., C. P. Pantelides, and L. D. Reaveley. "Performance-based design using structural optimization." Earthquake Engineering & Structural Dynamics 29, no. 11 (2000): 1677–90. http://dx.doi.org/10.1002/1096-9845(200011)29:11<1677::aid-eqe986>3.0.co;2-n.

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