Bibliographies thématiques / Irregular Design / Articles de revues

Articles de revues sur le sujet « Irregular Design »

Pour voir les autres types de publications sur ce sujet consultez le lien suivant : Irregular Design.
Auteur : Grafiati
Publié le 10 mars 2023

Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres

Choisissez une source :

Consultez les 50 meilleurs articles de revues pour votre recherche sur le sujet « Irregular Design ».

À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.

Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.

Parcourez les articles de revues sur diverses disciplines et organisez correctement votre bibliographie.

1

Schlueter, Arno, et Tobias Bonwetsch. « Design Rationalization of Irregular Cellular Structures ». International Journal of Architectural Computing 6, no 2 (juin 2008) : 197–211. http://dx.doi.org/10.1260/147807708785850104.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
2

Reck, Brian, et J. P. Morgan. « Optimal design in irregular BIBD settings ». Journal of Statistical Planning and Inference 129, no 1-2 (février 2005) : 59–84. http://dx.doi.org/10.1016/j.jspi.2004.06.039.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
3

Al-Ansari, Mohammed Salem, et Muhammad Shekaib Afzal. « Simplified Irregular Beam Analysis and Design ». Civil Engineering Journal 5, no 7 (21 juillet 2019) : 1577–89. http://dx.doi.org/10.28991/cej-2019-03091354.

Texte intégral
Résumé :
This paper presents simple method to estimate the strength design of reinforced concrete beam sections based on structural safety and reliability. Irregular beam shaped sections are commonly used nowadays in the construction industry. This study reveals the simplified method to analyze and design the different irregular shaped beam sections. In this study, the selected irregular beam shaped sections are divided mainly into three groups, beams with straight edges, beams with sloped edges and circular beams. Each group contains the most commonly used beam shaped sections in that category. Six beams sections (B-1 to B-6) are selected for group-1 whereas five beam sections (B-7 to B-11) and a circular beam section (B-12) are chosen for group 2 and 3 respectively. Flexural beam formulas for three groups of reinforced concrete beams are derived based on section geometry and ACI building code of design. This study also analyzed numerical examples for some of the sections in each group category using the proposed simplified method to determine the strength design of the irregular beams. The results obtained using simplified method for all of the three groups are compared with the finite element software (SAP v2000). The percentage difference of simplified method with the finite element software ranges within 5% to 10%. This makes the simplified method for irregular shaped beam sections quite promising.
Styles APA, Harvard, Vancouver, ISO, etc.
4

Al-Ansari, Mohammed Salem, et Muhammad Shekaib Afzal. « Structural analysis and design of irregular shaped reinforced concrete slabs using a simplified design method ». Journal of Structural Engineering & ; Applied Mechanics 3, no 4 (31 décembre 2020) : 276–88. http://dx.doi.org/10.31462/jseam.2020.04276288.

Texte intégral
Résumé :
This paper presents a simplified method to analyze and design the irregular reinforced concrete slabs based on structural safety and economy. The triangular, trapezoidal, and curved slab sections are selected in this study to be analyzed and designed using a simplified design method approach (SDM) as these sections are the most common type of irregular slab sections used in the construction industry. Flexural design formulas for triangular and curved slabs are derived based on the theoretical principles of plate and yield line theories and ACI building code of design constraints. Numerical examples are presented in this study to illustrate the method capability of designing the most commonly used irregular slabs sections. The complete design of four triangular slabs (TS-1 to TS-4) and four curved slabs (CS-1 to CS-4) is provided in this study. Besides, the required equivalent (triangular and rectangular) shaped sections are provided to deal with irregular trapezoidal slab section. The selected irregular slab sections (triangular and curved slab sections) are also analyzed and designed using the computer software (SAFE) and the results obtained are compared with the numerical solutions. The percentage difference of the simplified method with the finite element software (SAFE) ranges from 4% to 12%. The results obtained for all the selected irregular shaped slab sections indicates that the SDM is a good and quick approach to design irregular (triangular and curved) slab sections.
Styles APA, Harvard, Vancouver, ISO, etc.
5

Dhanuskar, Dr J. R., et Yogesh M. Jadhav. « Analysis and Design of an Irregular Steel Marine Structure ». International Journal for Research in Applied Science and Engineering Technology 11, no 2 (28 février 2023) : 520–25. http://dx.doi.org/10.22214/ijraset.2023.49054.

Texte intégral
Résumé :
Abstract: Due to requirement of unique architectural appearance of building, the regularity in plan, mass and stiffness may get disturbed and may lead to development of torsion in the structure. The two most significant aspects of new structures are form and function, which are growing more sophisticated as elements of equally sophisticated "systems" that we live in. Both the shape and the structural system must be sound in order for the construction to be both aesthetically pleasing and functionally successful. Nowadays, it is usual to see structures that are irregularly shaped or sculptural in nature. The irregular shape building differs from regular building in terms of shape, structure, reliability, economy and aesthetic appearance. The study focuses on design and load analysis of an irregular steel structure which is in the shape of a ship. The design and analysis is performed in STAAD PRO software.
Styles APA, Harvard, Vancouver, ISO, etc.
6

Clifton-Everest, Robert, Trevor L. McDonell, Manuel M. T. Chakravarty et Gabriele Keller. « Streaming irregular arrays ». ACM SIGPLAN Notices 52, no 10 (31 octobre 2017) : 174–85. http://dx.doi.org/10.1145/3156695.3122971.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
7

Visvizi, Anna, Colette Mazzucelli et Miltiadis Lytras. « Irregular migratory flows ». Journal of Science and Technology Policy Management 8, no 2 (3 juillet 2017) : 227–42. http://dx.doi.org/10.1108/jstpm-05-2017-0020.

Texte intégral
Résumé :
Purpose The purpose of this study is to navigate the challenges irregular migratory flows generate for cities and urban systems. The migration and refugee crises that challenged Europe in 2015-2016 revealed that the developed world cities and urban areas are largely unprepared to address challenges that irregular migratory flows generate. This paper queries the smart and resilient cities’ debates, respectively, to highlight that migration-related challenges and opportunities have not been explicitly addressed in those deliberations. This creates a disconnect between what these debates promise and what cities/urban systems increasingly need to address on a daily basis. Subsequently, a way of bridging that disconnect is proposed and its policy-making implications discussed. Design/methodology/approach To suggest ways of navigating irregular migration-inflicted challenges cities/urban areas face, a nexus between the smart cities and resilient cities’ debates is established. By placing advanced sophisticated information and communication technologies (ICTs) at the heart of the analysis, a novel dynamic ICTs’ enabled integrated framework for resilient urban systems is developed. The framework’s dynamics is defined by two hierarchically interconnected levers, i.e. that of ICTs and that of policy-design and policy-making. Drawing from qualitative analysis and process tracing, the cross-section of policy design and policy-making geared towards the most efficient and ethically sensitive use of sophisticated ICTs is queried. Subsequently, options available to cities/urban systems are discussed. Findings The ICTs’ enabled integrated framework for resilient urban systems integrates the effectiveness of migrants and refugees’ policy design and policy-making in human-centred thinking, planning and policy-design for resilient urban systems. It places resilient approaches in the spotlight of research and policy-making, naming them the most effective methods for promoting a humanistic smart cities and resilient urban systems vision. It highlights critical junctions that urban systems’ stakeholders must consider if the promise of emerging sophisticated ICTs is to be employed effectively for the entire society, including its most vulnerable members. Research limitations/implications First, when designing ICTs’ enabled integrated resilient urban systems, the key stakeholders involved in the policy-design and policy-making process, including local, national and regional authorities, must employ a holistic view to the urban systems seen through the lens of hard and soft concerns as well as considerations expressed by the receiving and incoming populations. Second, the third-sector representatives, including non-governmental organizations (NGOs) and other actors, need to be seen as peers in integrated humanistic networks, thereby contributing critical, unbiased knowledge flows to infrastructures, which promote fair and inclusive participation of migrants and refugees in local economies. Practical implications The ICTs’ enabled integrated framework for resilient urban systems promotes a humanistic smart cities’ and resilient urban systems’ vision. It suggests how to design and implement policies apt to meet the needs of both receiving and incoming populations along value chains specific to smart and resilient cities. It promotes emerging sophisticated ICTs as the subtle, yet key, enabler of data ecosystems and customized services capable of responding to critical societal needs of the receiving and the incoming populations. In addition, the framework suggests options, alternatives and strategies for urban systems’ stakeholders, including the authorities, businesses, NGOs, inhabitants and ICTs’ providers and vendors. Originality/value The value added of this paper is three-fold. At the conceptual level, by bringing together the smart cities and resilient cities debates, and incorporating sophisticated ICTs in the analysis, it makes a case for their usefulness for cities/urban areas in light of challenges these cities/urban areas confront each day. At the empirical level, this analysis maps the key challenges that cities and their stakeholders face in context of migratory flows and highlights their dual nature. At the policy-making level, this study makes a case for a sound set of policies and actions that boost effective use of ICTs beyond the smart technology hype.
Styles APA, Harvard, Vancouver, ISO, etc.
8

Son, Phan Le. « Irregular microphone array design for broadband beamforming ». Signal Processing 193 (avril 2022) : 108431. http://dx.doi.org/10.1016/j.sigpro.2021.108431.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
9

Roumy, A., S. Guemghar, G. Caire et S. Verdu. « Design Methods for Irregular Repeat–Accumulate Codes ». IEEE Transactions on Information Theory 50, no 8 (août 2004) : 1711–27. http://dx.doi.org/10.1109/tit.2004.831778.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
10

Antoniadis, Anestis, et Dinh Tuan Pham. « Wavelet regression for random or irregular design ». Computational Statistics & ; Data Analysis 28, no 4 (octobre 1998) : 353–69. http://dx.doi.org/10.1016/s0167-9473(98)90145-1.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
11

Morgan, J. P., et Brian Reck. « E-optimal design in irregular BIBD settings ». Journal of Statistical Planning and Inference 137, no 5 (mai 2007) : 1658–68. http://dx.doi.org/10.1016/j.jspi.2006.09.015.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
12

Balogun, Philip R., Ian D. Marsland, Ramy H. Gohary et Halim Yanikomeroglu. « Polar Code Design for Irregular Multidimensional Constellations ». IEEE Access 5 (2017) : 21941–53. http://dx.doi.org/10.1109/access.2017.2763614.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
13

Tewari, Prabhat, S. Kaushik, T. M. Rao et M. Aurora. « Unusual vaporizer design may encourage irregular practices ». Journal of Anesthesia 10, no 2 (juin 1996) : 153–54. http://dx.doi.org/10.1007/bf02483355.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
14

Lee, Seung-Min, Seung-Hoon Park, Yong-Sung Jang et Eui-Jong Kim. « Proposition of Design Capacity of Borehole Heat Exchangers for Use in the Schematic-Design Stage ». Energies 14, no 4 (4 février 2021) : 822. http://dx.doi.org/10.3390/en14040822.

Texte intégral
Résumé :
This study proposes a simple ground heat exchanger design capacity that is applicable in the schematic-design stage for several configurations used for borehole heat exchangers (BHEs). Three configurations—single, compact, and irregular types—were selected, and the heat transfer rate per unit BHE was calculated considering heat interference. In a case study with a typical configuration and general range of ground thermal conductivity, the BHE heat transfer rate of the compact configuration decreased owing to heat interference as the number of BHEs increased. However, with respect to the irregular configuration, the heat transfer rate increased as the same number increased. This was attributed to the relatively large increment rate of the distance between the boreholes in the irregular configurations, making the heat recovery factor more dominant than the heat interference. The results show that the average heat transfer rate values per BHE applicable to each configuration type in the schematic-design stage were 12.1 kW for the single configuration, 5.8 kW for the compact type, and 10.3 kW for the irregular configuration. However, owing to the large range of results for each case study, the error needs to be reduced by maximally utilizing the information available at the schematic-design stage.
Styles APA, Harvard, Vancouver, ISO, etc.
15

AKIYAMA, HIROSHI. « EARTHQUAKE RESISTANT DESIGN METHOD FOR IRREGULAR STEEL FRAMES ». Journal of Structural and Construction Engineering (Transactions of AIJ) 366 (1986) : 67–75. http://dx.doi.org/10.3130/aijsx.366.0_67.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
16

Yue, Guosen, Xiaodong Wang et Mohammad Madihian. « Design of Rate-Compatible Irregular Repeat Accumulate Codes ». IEEE Transactions on Communications 55, no 6 (juin 2007) : 1153–63. http://dx.doi.org/10.1109/tcomm.2007.898834.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
17

Kbaier Ben Ismail, D., S. Kerouédan et C. Douillard. « Design of suitable permutations for irregular turbo codes ». Electronics Letters 47, no 13 (23 juin 2011) : 748–49. http://dx.doi.org/10.1049/el.2011.0990.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
18

Garrity, Michael P. « Raytracing irregular volume data ». ACM SIGGRAPH Computer Graphics 24, no 5 (novembre 1990) : 35–40. http://dx.doi.org/10.1145/99308.99316.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
19

Yelick, Katherine A. « Programming models for irregular applications ». ACM SIGPLAN Notices 28, no 1 (janvier 1993) : 28–31. http://dx.doi.org/10.1145/156668.156680.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
20

Scholz, Bernhard, et Erik Eckstein. « Register allocation for irregular architectures ». ACM SIGPLAN Notices 37, no 7 (17 juillet 2002) : 139–48. http://dx.doi.org/10.1145/566225.513854.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
21

Sun, Ning, Yong Zhang et Jin Wang. « Design of Automatic Measuring Instrument of Irregular Objects’ Centroid ». Advanced Materials Research 102-104 (mars 2010) : 316–20. http://dx.doi.org/10.4028/www.scientific.net/amr.102-104.316.

Texte intégral
Résumé :
By utilizing the parallel axis theorem of moment of inertia and the graphic geometric transformation theory as well as the method of rotating and moving axis, the calculation formula of irregular objects’ centroid was derived. And on the basis of a single axis air bearing table which was used for measuring the moment of inertia of objects around a fixed axis, the complete instrument of measuring the irregular objects’ centroid was designed. The objects’ centroid and moment of inertia could be measured synchronously. Through the analysis of the influence on measuring accuracy caused by measuring factors’ errors, the method of improving the measuring accuracy of instrument was derived. The measuring instrument meets the requirement of measuring the irregular objects’ centroid precisely.
Styles APA, Harvard, Vancouver, ISO, etc.
22

Yu, Jingjing, Qi Xi, Runlei Li, Hui Tian et Yaxi Xie. « Stochastic allocation strategy for irregular arrays based on geometric feature control ». International Journal of Distributed Sensor Networks 16, no 5 (mai 2020) : 155014772092177. http://dx.doi.org/10.1177/1550147720921775.

Texte intégral
Résumé :
Irregularities in microphone distribution enrich the diversity of spatial differences to decorrelate interferences from the beamforming target. However, the large degrees of freedom of irregular placements make it difficult to analyse and optimize array performance. This article proposes fast and feasible optimal irregular array design methods with improved beamforming performance for human speech. Important geometric features are extracted to be used as the input vector of the neural network structure to determine the optimal irregular arrangements of sensors. In addition, a hyperbola design method is proposed to directly cluster microphones in the hyperbola areas to produce rich differential distance entropies and yield significant signal-to-noise ratio improvements. These methods can be easily applied to guide non-computer-aided optimal irregular array designs for human speech in acoustic scenes such as immersive cocktail party environments.
Styles APA, Harvard, Vancouver, ISO, etc.
23

Ryu, Cheong-Ro, et Toru Sawaragi. « A NEW DESIGN METHOD OF RUBBLE MOUND STRUCTURES ». Coastal Engineering Proceedings 1, no 20 (29 janvier 1986) : 161. http://dx.doi.org/10.9753/icce.v20.161.

Texte intégral
Résumé :
A new design method of rubble mound structures with stability and wave control consideration is proposed, by which the reduction of wave reflection and run-up and increase in rubble stability are assured under the given wave conditions. Wave control and stability increasing functions due to change of the slope shape of rubble mound structures are discussed on the basis of the experimental results for regular and irregular waves. The new design formula developed here considered the allowable percentage of damage and the wave grouping effects on rubble stability using a new assumption of the mean run-sum as an index of the irregular wave force. The run-sum is defined as the energy sum of a run satisfying a critical wave condition and the mean run-sum is the mean of run-sum for a irregular wave train.
Styles APA, Harvard, Vancouver, ISO, etc.
24

Iijima, Kazuhiro, Masahiko Fujikubo, Hiroki Hotta et Kento Nakamura. « Design irregular wave train for nonlinear response by FORM ». Journal of the Japan Society of Naval Architects and Ocean Engineers 19 (2014) : 101–10. http://dx.doi.org/10.2534/jjasnaoe.19.101.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
25

Fukasawa, Toichi. « Maximum Response Estimation by means of Design Irregular Wave ». Journal of the Japan Society of Naval Architects and Ocean Engineers 2 (2005) : 123–29. http://dx.doi.org/10.2534/jjasnaoe.2.123.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
26

Fukasawa, Toichi, Yuji Kanehira et Satoshi Miyazaki. « Maximum Response Estimation by means of Design Irregular Wave ». Journal of the Japan Society of Naval Architects and Ocean Engineers 4 (2006) : 221–27. http://dx.doi.org/10.2534/jjasnaoe.4.221.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
27

Li, Er-bao, Jing Lei et Fu-bing Xu. « Design and Optimization of Degree Distributions of Irregular LDPC ». Journal of Electronics & ; Information Technology 30, no 11 (20 avril 2011) : 2788–91. http://dx.doi.org/10.3724/sp.j.1146.2007.00799.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
28

Yadav, Abhishek, Shobhit Bhardwaj, Zenia Karam et Madhuri Kumari. « Analytical Design of Irregular Buildings founded on soft soil ». IOP Conference Series : Materials Science and Engineering 1197, no 1 (1 novembre 2021) : 012015. http://dx.doi.org/10.1088/1757-899x/1197/1/012015.

Texte intégral
Résumé :
Abstract In modern day, due to the need of unique architectural appearance or aesthetics of building, irregularities in mass, stiffness and symmetry may get disturbed, making the whole structure vulnerable to certain damages either minor or major. Some of the functional considerations of these structures are use of ground floor as car parking in residential buildings, use of basement as car parking in malls, etc. Seismic range is one the most important factors to be considered to analyze any irregular structure. In this study, the design of different G+6 structures having vertical regularity was done. These irregular structure models were compared with a regular G+6 structure having similar properties as other structures. For the designing and analysis of these structures, use of StaadPro software was done. It is one of the most used software, whenever it comes to the digital analysis of any structure. Different types of Vertical irregularities like mass irregularity, Vertical Setback Irregularity, Stiffness Irregularity (Discontinuous Column, Middle weak storey and Bottom Weak Storey) were considered for the analysis. The Seismic Zone for the structure is considered to be Delhi (Seismic Zone IV) with a Seismic Factor of 0.24. All the model structures were compared for the parameters of their Storey Drift and Storey Displacement. For irregular buildings though, certain damages/fatigue may be observed in some structures but the structures will not fail and will be serviceable for a long time with proper care. It was observed that the structures with stiffness irregularity showed the most increase in storey displacement and storey drift values.
Styles APA, Harvard, Vancouver, ISO, etc.
29

Kim, Dong Young, et Thomas Siegmund. « Mechanics and design of topologically interlocked irregular quadrilateral tessellations ». Materials & ; Design 212 (décembre 2021) : 110155. http://dx.doi.org/10.1016/j.matdes.2021.110155.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
30

Georgakis, C. T., et D. K. MacKenzie. « Comparison of seismic design methods for irregular RC bridges ». Proceedings of the Institution of Civil Engineers - Structures and Buildings 152, no 2 (mai 2002) : 167–73. http://dx.doi.org/10.1680/stbu.2002.152.2.167.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
31

Xu, Jianshe, Cheng Fang, Wei Wang et Guangming Chen. « Structural design of irregular curved lattice shells in China ». Proceedings of the Institution of Civil Engineers - Civil Engineering 172, no 5 (mai 2019) : 37–47. http://dx.doi.org/10.1680/jcien.18.00034.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
32

HOOPER, JA, et A. PHILIASTIDES. « DESIGN OF A FLEXIBLE RAFT FOUNDATION OF IRREGULAR SHAPE. » Proceedings of the Institution of Civil Engineers 80, no 4 (août 1986) : 1013–38. http://dx.doi.org/10.1680/iicep.1986.637.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
33

Das, Satrajit, et James M. Nau. « Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings ». Earthquake Spectra 19, no 3 (août 2003) : 455–77. http://dx.doi.org/10.1193/1.1595650.

Texte intégral
Résumé :
Seismic building codes such as the Uniform Building Code (UBC) do not allow the equivalent lateral force (ELF) procedure to be used for structures with vertical irregularities. The purpose of this study is to investigate the definition of irregular structures for different vertical irregularities: stiffness, strength, mass, and that due to the presence of nonstructural masonry infills. An ensemble of 78 buildings with various interstory stiffness, strength, and mass ratios is considered for a detailed parametric study. The lateral force-resisting systems (LFRS) considered are special moment-resisting frames (SMRF). These LFRS are designed based on the forces obtained from the ELF procedure. The results from linear and nonlinear dynamic analyses of these engineered buildings exhibit that most structures considered in this study performed well when subjected to the design earthquake. Hence, the restrictions on the applicability of the equivalent lateral force procedure are unnecessarily conservative for certain types of vertical irregularities considered.
Styles APA, Harvard, Vancouver, ISO, etc.
34

Lee, Xia Sheng, Chung Pui Yan et Zi Siang See. « Irregular Shaped Building Design Optimization with Building Information Modelling ». MATEC Web of Conferences 66 (2016) : 00027. http://dx.doi.org/10.1051/matecconf/20166600027.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
35

Zakharov, A. V. « Design of resonators from sections of irregular transmission lines ». Journal of Communications Technology and Electronics 61, no 11 (novembre 2016) : 1294–304. http://dx.doi.org/10.1134/s1064226916110127.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
36

Song, Guo-Hua, Shi-Kai Jing, Fang-Lei Zhao, Ye-Dong Wang, Hao Xing et Jing-Tao Zhou. « Design Optimization of Irregular Cellular Structure for Additive Manufacturing ». Chinese Journal of Mechanical Engineering 30, no 5 (27 juillet 2017) : 1184–92. http://dx.doi.org/10.1007/s10033-017-0168-3.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
37

Adeli, Hojjat, et Nabil S. Mabrouk. « Optimum plastic design of unbraced frames of irregular configuration ». International Journal of Solids and Structures 22, no 10 (1986) : 1117–28. http://dx.doi.org/10.1016/0020-7683(86)90021-1.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
38

H., Raad, et Saif Nadhim. « Design of Novel Wideband CPW Irregular Pentagonal Patch Antenna ». International Journal of Computer Applications 139, no 4 (15 avril 2016) : 31–37. http://dx.doi.org/10.5120/ijca2016909149.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
39

Popiński, Waldemar. « Least squares orthogonal polynomial regression estimation for irregular design ». Communications in Statistics - Theory and Methods 49, no 3 (31 décembre 2018) : 631–47. http://dx.doi.org/10.1080/03610926.2018.1549244.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
40

Morton, J. « The design of masonry compression members of irregular planform ». Construction and Building Materials 5, no 4 (décembre 1991) : 170–76. http://dx.doi.org/10.1016/0950-0618(91)90045-m.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
41

Goren, Mor, et Ram Zamir. « Diversity Image Coding Using Irregular Interpolation ». IEEE Transactions on Image Processing 30 (2021) : 5665–77. http://dx.doi.org/10.1109/tip.2021.3087404.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
42

Baghsorkhi, Sara S., Nalini Vasudevan et Youfeng Wu. « FlexVec : auto-vectorization for irregular loops ». ACM SIGPLAN Notices 51, no 6 (août 2016) : 697–710. http://dx.doi.org/10.1145/2980983.2908111.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
43

Nguyen, Donald, et Keshav Pingali. « Synthesizing concurrent schedulers for irregular algorithms ». ACM SIGPLAN Notices 46, no 3 (17 mars 2011) : 333–44. http://dx.doi.org/10.1145/1961296.1950404.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
44

Lin, Yuan, et David Padua. « Compiler analysis of irregular memory accesses ». ACM SIGPLAN Notices 35, no 5 (mai 2000) : 157–68. http://dx.doi.org/10.1145/358438.349322.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
45

Gao, Qiong Yao, et Hao Wei Kuang. « Structural Design of Gymnasium of Diannan Green Hotel ». Applied Mechanics and Materials 584-586 (juillet 2014) : 1885–88. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1885.

Texte intégral
Résumé :
Gymnasium of Greenlake View Hotel, including all kinds of complicated function, is the key seismic precautionary category building. The structure is characteristic of over-length, irregular plane and irregular elevation. Reinforced concrete frame form is adopted according to plane form and use function. The weak areas have been found by analysis, comparison and review of calculation based on multiple structural analysis programs. Finally, we can guarantee the security of structure in two ways: one is strengthening the weak areas by adopting some measures; the other is executing strictly all indicators of standards.
Styles APA, Harvard, Vancouver, ISO, etc.
46

Zhao, Haiyuan, Yafeng Han, Chen Pan, Ding Yang, Haotian Wang, Tingyu Wang, Xinyun Zeng et Penglei Su. « Design and Mechanical Properties Verification of Gradient Voronoi Scaffold for Bone Tissue Engineering ». Micromachines 12, no 6 (5 juin 2021) : 664. http://dx.doi.org/10.3390/mi12060664.

Texte intégral
Résumé :
In order to obtain scaffold that can meet the therapeutic effect, researchers have carried out research on irregular porous structures. However, there are deficiencies in the design method of accurately controlling the apparent elastic modulus of the structure at present. Natural bone has a gradient porous structure. However, there are few studies on the mechanical property advantages of gradient bionic bone scaffold. In this paper, an improved method based on Voronoi-tessellation is proposed. The method can get controllable gradient scaffolds to fit the modulus of natural bone, and accurately control the apparent elastic modulus of porous structure, which is conducive to improving the stress shielding. To verify the designed structure can be fabricated by additive manufacturing, several designed models are obtained by SLM and EBM. Through finite element analysis (FEA), it is verified that the irregular porous structure based on Voronoi-tessellation is more stable than the traditional regular porous structure of the same structure volume, the same pore number and the same material. Furthermore, it is verified that the gradient irregular structure has a better stability than the non-gradient structure. An experiment is conducted successfully to verify the stability performance got by FEA. In addition, a dynamic impact FEA is also performed to simulate impact resistance. The result shows that the impact resistance of the regular porous structure, the irregular porous structure and the gradient irregular porous structure becomes better in turn. The mechanical property verification provides a theoretical basis for the structural design of gradient irregular porous bone tissue engineering scaffolds.
Styles APA, Harvard, Vancouver, ISO, etc.
47

Erdinest, Nir, Ortal Palatchi Sabag, Naomi London et Abraham Solomon. « Quadrant Asymmetric Design Contact Lens for Visual Rehabilitation after Eye Trauma ». Case Reports in Ophthalmology 12, no 2 (6 mai 2021) : 330–36. http://dx.doi.org/10.1159/000512505.

Texte intégral
Résumé :
The purpose of this case report is to demonstrate the efficacy of an asymmetric peripheral design scleral contact lens in a case of highly irregular corneal-scleral pattern due to trauma. A 63-year-old patient was involved in a jeep accident which caused a partial-thickness penetrating injury to the peripheral cornea of his left eye. The subsequent corneal irregularity extended beyond the limbus into the sclera which made it difficult to stabilize a contact lens. A quadrant specific peripheral curve (quadrant asymmetric periphery) scleral contact lens successfully resulted in improved comfort and visual acuity. This is the first known published case to use this lens design to correct a post-trauma irregular cornea-scleral relationship. Quadrant asymmetric periphery scleral contact lenses can be effective in cases of severe irregular corneal-scleral patterns.
Styles APA, Harvard, Vancouver, ISO, etc.
48

Li, Fang. « Design of Measurement System of the Center of Gravity ». Advanced Materials Research 706-708 (juin 2013) : 733–36. http://dx.doi.org/10.4028/www.scientific.net/amr.706-708.733.

Texte intégral
Résumé :
It is very difficult to confirm the position of the center of gravity irregular object.This paper introduces a new system,which can be used in measuring and adjusting of the center of gravity.The irregular object was put on the support parts,then the center of gravity was given.When the actual position was compared with the ideal position,the difference was given. Until actual position and ideal position were coincided,the machining was continuing. Matlab was programmed in this measure system. It will be applied widely in the future.
Styles APA, Harvard, Vancouver, ISO, etc.
49

Zhang, Yu-jie, Shu-xi Gong, Wen-tao Wang et Jin Ling. « Optimization Design of Conformal Array on an Irregular Curved Surface ». Journal of Electronics & ; Information Technology 32, no 9 (2 décembre 2010) : 2226–30. http://dx.doi.org/10.3724/sp.j.1146.2009.01212.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
50

Deng, Hong Yu, et Bai Tao Sun. « Torsional Design Method of Bottom Frame Structure with Irregular Plane ». Applied Mechanics and Materials 716-717 (décembre 2014) : 460–64. http://dx.doi.org/10.4028/www.scientific.net/amm.716-717.460.

Texte intégral
Résumé :
For the study of irregular plane adverse impacts on the bottom frame structure seismic performance, in this paper, a serious damaged bottom frame structure in Wenchuan earthquake is taken as the research object,and a comparative calculation model is designed and elasto-plastic time-history analysis is carried out on the use of ABAQUS finite element software. The calculation results show that: the stiffness center of floor with irregular plane does not coincide with the center of mass, this eccentricity will produce torsional response under horizontal earthquake action. Bottom frame shear layer has strong stiffness at the center, around the lack of lateral load resisting member will cause interlayer torsional rigidity insufficient, further increasing the torsional response of structures, aggravated the damage. The lateral stiffness ratio under the same conditions,the design method of the contrast model is more reasonable, and has lighter damage under the the same intensity grade, improve the seismic capability of the structure, and provides the ideas of design method of this kind of structure.
Styles APA, Harvard, Vancouver, ISO, etc.
Vous pouvez également être intéressé par les bibliographies sur le sujet « Irregular Design » pour d’autres types de sources :
Thèses Livres
Nous offrons des réductions sur tous les plans premium pour les auteurs dont les œuvres sont incluses dans des sélections littéraires thématiques. Contactez-nous pour obtenir un code promo unique!

Vers la bibliographie