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Zeitschriftenartikel zum Thema „Statit analysis“

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Autor: Grafiati

Veröffentlicht am 25. Mai 2024

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1

Shi, Weiming. „Ongoing professional practice evaluation implementation within STATIT.“ Journal of Clinical Oncology 30, Nr. 34_suppl (01.12.2012): 283. http://dx.doi.org/10.1200/jco.2012.30.34_suppl.283.

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283 Background: The OPPE allows the organization to identify professional practice trends that impact quality of care and patient safety. The intent of the standard is that organizations are looking at data on performance for all practitioners with privileges on an ongoing basis, to allow them to take steps to improve performance on a more timely basis. Methods: Infrastructure development. We assigned people for data integration, technical support and metric development. The manager of Clinical Decision Support serve as the administrative coordinator to the program managed the progress of implementation. Leadership Support. To implement the STATIT for OPPE in any hospital, executive leadership support is required to secure funding and resources for the program as well as to support the quality improvement initiatives undertaken that will affect current policies and a wide range of personnel. The early support for the OPPE STATIT came from hospital’s administrative leadership and Performance Improvement leadership. Committed OPPE STATIT implementation team. The basic OPPE STATIT team, consisting of a Manager of Clinical Decision Support, two IT people, and ten Informatics Analysts, requires additional personnel such as departmental Quality Officer with differing expertise for indicator development. Results: All of medical knowledge, patient care activity, and system based indicators plus departmental specific cancer care indicators can be reviewed and any outliers can be drilled down for analysis by division head, department chair and quality officer and signed off on a six-month basis. All individual providers also are able to review his/her performance quality and peers’ comparison. Conclusions: The MIDAS + Statit Physican Profile & Review (PPR) solution is a Web-based system that allows medical providers easy access performance dashboards, which contain up-to-the-moment performance data, annual and interim reviews and drill down to patient level data. The information is necessary to align medical staff with key strategic objectives across the organization. It provides the statistical analysis of patient care quality and safety and opportunities of improvement.

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Yuniati, Trihastuti, Aris Rafael Tambunan und Yoso Adi Setyoko. „Implementasi Static Analysis Dan Background Process Untuk Mendeteksi Malware Pada Aplikasi Android Dengan Mobile Security Framework“. LEDGER : Journal Informatic and Information Technology 1, Nr. 2 (18.10.2022): 24–28. http://dx.doi.org/10.20895/ledger.v1i2.848.

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Android menjadi sistem operasi yang paling banyak digunakan di antara sekian banyak pilihan sistem operasi untuk perangkat mobile dengan dukungan oleh aplikasi yang beragam guna memudahkan kehidupan manusia dalam beraktifitas Mobile Security Framework (MobSF) adalah framework pengujian otomatis bersifat open-source, yang mampu melakukan uji penetrasi, analisis malware, penilaian keamanan aplikasi seluler dengan analisis statis dan dinamis dalam melakukan proses analisis akan menampilkan hasil berupa laporan mengenai aplikasi android tersebut. Tujuan Penelitian ini adalaha bagaimana menggunakan Mobile Security Framwork (MobSF) sebagai analisis static malware pada aplikasi android. Sample malware akan diambil melalui internet dan menganalisis malware tersebut menggunakan metode analisis statik yang membaca informasi malware lalu dikombinasikan dengan background process android dengan menginstal live pada device android. Peneliti menggunakan Mobile security framework (MobSF) untuk menganalisis statik keamanan dengan parameter dangerous permissions, weak crypto, root detection, SSL bypass dan domain malware check pada aplikasi X8Speeder. Hasil dari analisis, terdeteksi Malware dan memiliki perizinan yang tidak sewajarnya. Seperti yang terlihat, aplikasi game tidak memerlukan izin untuk memodifikasi penyimpanan eksternal smartphone. Maka dari itu, diperlukannya ketelitian pengguna agar tidak sembarangan mengunduh atau mengklik sesuatu ketika berinternet. Kata Kunci: Mobile Security Framework, Static Analysis, Backgrund Proces Android. Android

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Dave Marmik M, Dave Marmik M., und Kothari Kartik D. „Static Structure Analysis of Diesel Engine Camshaft“. International Journal of Scientific Research 2, Nr. 5 (01.06.2012): 208–9. http://dx.doi.org/10.15373/22778179/may2013/69.

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4

Sever, Ozan. „Comparison of static and dynamic core exercises’ effects on Stork balance test in soccer players Futbolcularda statik ve dinamik core egzersizlerin Stork denge testine etkisi“. Journal of Human Sciences 14, Nr. 2 (17.05.2017): 1781. http://dx.doi.org/10.14687/jhs.v14i2.4440.

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This study compared the effects of dynamic and static core training programs on core stability tests and Stork balance performance in soccer players. A Static (n = 14, 18,21±1,81) and Dynamic (n = 13, 17,31±0,63) training groups performed three 30 min sessions per week for eight weeks meanwhile attended routine soccer training sessions with a control group (n = 11, 17,73±1,27). Effects of different core training regimes were compared after eight weeks with two-factor variance analysis (condition X time) for related measures. Two experiment groups improved dynamic and static core stabilization test scores, while control group did not change. Core stabilization tests showed that the improvements of experiment groups affected by the movement specifity and Static group increased static test scores (plank 23,8% - back isometric 28,9% - leg raise 15,6%) while Dynamic group increased mostly the dynamic test scores (sit-up 21,2%, push up 16,2%). For Stork balance, both experiment groups improved the test scores between %18 and %67. While the Static group increased the duration of Stork test on both feet more than the Dynamic group, this difference was statistically significant only for non-dominant foot in intergroup analysis. The static structure of the Stork test may explain the significant improvement in static core group. Results indicate that the positive effect of core training on core stability may improve balance and static core training may be more effective for static balance tests.Extended English abstract is in the end of PDF (TURKISH) file. ÖzetBu çalışmanın amacı, 8 haftalık statik ve dinamik core egzersizlerin futbolcularda core stabilizasyon ve Stork denge performansı üzerine etkisini karşılaştırmaktır. Toplam 38 sporcu (17,75±1,36) Dinamik (n=13, 17,31±0,63), Statik (n=14, 18,21±1,81) ve Kontrol (n=11, 17,73±1,27) grupları olarak üç gruba ayrıldı. Statik ve Dinamik egzersiz grupları 8 hafta, haftada 3 gün, günde yaklaşık 30 dakika statik ya da dinamik egzersizler uygularken, buna karşın kontrol grubu yalnızca futbol antrenmanları gerçekleştirdi. Verilerin analizinde ilişkili ölçümler için iki faktörlü varyans analizi kullanıldı. Tüm core stabilizasyon testlerinde deney grupları anlamlı gelişme görüldü. Kontrol grubunda değişme görülmedi. Gelişmenin hareketin spesifikliğinden etkilendiği, Statik grubun statik test skorlarını daha fazla arttırdığı (plank 23,8% - sırt izometrik 28,9%- bacak kaldırma 15,6%), Dinamik grubun ise dinamik testlerde skorları daha fazla arttırdığı (şınav 16,2% - mekik 21,2%) görüldü. Benzer şekilde, iki deney grubu Stork denge testinde her iki ayak için denge süresini % 18 ile% 67 arasında artırdı. Ama kontrol grubu değişmedi. Statik grup her iki ayak içinde dengede kalma süresini Dinamik gruba göre daha fazla arttırırken, gruplar arası analizde non-dominant ayak ölçümünde bu farklılık istatistiksel olarak anlamlılık g. Denge ölçümünün statik yapıda olması, Statik gruptaki yüksek gelişimi açıklayabilir. Sonuç olarak; dinamik ve statik core egzersizler ile artan core stabilizasyonun statik denge üzerinde olumlu etkisi olduğu tespit edildi. Ancak statik core çalışmalarının statik denge performansı için daha etkili olduğu söylenebilir.

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Sarkono, Sarkono, Sukarti Moeljopawiro, Bambang Setiaji und Langkah Sembiring. „SIFAT FISIKOKIMIAWI SELULOSA PRODUKSI ISOLAT BAKTERI Gluconacetobacter xylinus KRE-65 PADA METODE FERMENTASI BERBEDA (Physicochemical Properties of Cellulose Produced by Bacterial Isolate Gluconacetobacter xylinus KRE-65 in Different Fermentation Methods)“. Jurnal Agritech 35, Nr. 04 (25.11.2015): 434. http://dx.doi.org/10.22146/agritech.9327.

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Physicochemical properties of cellulose produced by local bacterial strain Gluconacetobacter xylinus KRE-65 by static and agitated fermentation methods was studied. Cellulose production by G. xylinus KRE-65 was carried out in coconut base medium with static and agitated fermentation methods. The dry weight, morphological and physicochemicalproperties of bacterial cellulose were compared based on SEM, XRD and FTIR analyses. The results showed that the G. xylinus KRE 65 in the static fermentation produced cellulose higher than agitated fermentation. Static fermentation method produced bacterial cellulose in the sheets form, while agitated fermentation produced fragmented cellulose with predominantly spherical shape. The observation of the surface structure of bacterial cellulose by SEM showed that the static fermentation method generated woven densely cellulose microfibrils, while agitated fermentation significantly changed the surface structure, namely woven microfibrils become more loose with formed larger and higher number of pores. The degree of crystallinity of bacterial cellulose by XRD analysis in static fermentation was 91%, agitated fermentation at 100 rpm was 73% and agitated fermentation at 150 rpm was 72%. FTIR spectra indicated that the pellicles produced by G. xylinus KRE 65 with static and agitated fermentation were found as cellulose. Cellulose produced from both fermentation methods showed different physicochemical properties, therefore they can be applied for different purposes in accordingly.Keywords: Gluconacetobacter xylinus, bacterial cellulose, static fermentation, agitated fermentation ABSTRAKSifat fisikokimiawi selulosa yang dihasilkan oleh strain lokal bakteri Gluconacetobacter xylinus KRE-65 dengan metode fermentasi statis dan agitatif telah diteliti. Produksi selulosa oleh G. xylinus KRE-65 dilakukan dalam media dasar air kelapa dengan metode fermentasi statis dan agitatif. Selulosa yang dihasilkan selanjutnya dibandingkan beratkering, bentuk morfologi dan sifat fisikokimiawinya menggunakan metode SEM, XRD dan FTIR. Hasil penelitian menunjukkan bahwa G. xylinus KRE 65 menghasilkan selulosa lebih tinggi pada metode fermentasi statis dibandingkan fermentasi agitatif. Metode fermentasi statis menghasilkan selulosa bakteri yang berbentuk lembaran sedangkan fermentasi agitatif menghasilkan selulosa yang terpecah-pecah dengan bentuk dominan bulat. Pengamatan struktur permukaan selulosa bakteri dengan SEM memperlihatkan bahwa metode fermentasi statis menghasilkan selulosadengan anyaman mikrofibril yang padat, sedangkan fermentasi agitatif menyebabkan terjadinya perubahan struktur permukaan yaitu melonggarnya anyaman mikrofibril dan terbentuknya pori-pori yang lebih besar dan lebih banyak. Derajat kristalinitas selulosa bakteri dengan analisis XRD pada metode fermentasi statis sebesar 91%, fermentasiagitatif 100 rpm sebesar 73% dan fermentasi 150 rpm sebesar 72%. Spektra FTIR mengindikasikan bahwa pelikel yang dihasilkan oleh G. xylinus KRE 65 pada kedua metode fermentasi tersebut merupakan selulosa. Selulosa yang dihasilkan dari fermentasi statis dan agitatif mempunyai sifat fisikokimiawi yang berbeda sehingga dapat diterapkandalam aplikasi yang berbeda sesuai dengan sifat fisikokimiawi yang dibutuhkan.Kata kunci: Gluconacetobacter xylinus, selulosa bakteri, fermentasi statis, fermentasi agitatif

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J, Manikandan, und Yusuf Mubin A. „Design, Static Analysis and Fabrication of Composite Joints“. International Journal of Psychosocial Rehabilitation 23, Nr. 4 (20.07.2019): 180–89. http://dx.doi.org/10.37200/ijpr/v23i4/pr190175.

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Birla, Shilpi, R. K. Singh und Manisha Pattnaik. „Static Noise Margin Analysis of Various SRAM Topologies“. International Journal of Engineering and Technology 3, Nr. 3 (2011): 304–9. http://dx.doi.org/10.7763/ijet.2011.v3.242.

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8

McAllester, David. „On the complexity analysis of static analyses“. Journal of the ACM 49, Nr. 4 (Juli 2002): 512–37. http://dx.doi.org/10.1145/581771.581774.

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9

François, Stijn, Mattias Schevenels, David Dooms, Miche Jansen, Jef Wambacq, Geert Lombaert, Geert Degrande und Guido De Roeck. „Stabil: An educational Matlab toolbox for static and dynamic structural analysis“. Computer Applications in Engineering Education 29, Nr. 5 (16.02.2021): 1372–89. http://dx.doi.org/10.1002/cae.22391.

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10

Murakami, Hidenori. „Static and dynamic analyses of tensegrity structures. Part II. Quasi-static analysis“. International Journal of Solids and Structures 38, Nr. 20 (Mai 2001): 3615–29. http://dx.doi.org/10.1016/s0020-7683(00)00233-x.

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11

Baig, Mirza Ibrahim Ali. „Implications of Static and Dynamic Analysis of Bevel Gear“. Journal of Advanced Research in Dynamical and Control Systems 12, Nr. 01-Special Issue (13.02.2020): 914–24. http://dx.doi.org/10.5373/jardcs/v12sp1/20201143.

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12

Dave, Marmik M., und Manish P. Vekariya. „Static Structure Analysis of Diesel Truck Engine Connecting Rod“. International Journal of Scientific Research 2, Nr. 6 (01.06.2012): 197–98. http://dx.doi.org/10.15373/22778179/june2013/62.

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13

Thomson, Patrick. „Static analysis“. Communications of the ACM 65, Nr. 1 (Januar 2022): 50–54. http://dx.doi.org/10.1145/3486592.

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Cortesi, Agostino, und Gilberto Filé. „Static Analysis“. Science of Computer Programming 47, Nr. 2-3 (Mai 2003): 89–90. http://dx.doi.org/10.1016/s0167-6423(02)00128-4.

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Mustari, Mukarramah. „Pengembangan Instrumen Ranah Kognitif pada Pokok Bahasan Fluida Statis SMA/MA“. Jurnal Ilmiah Pendidikan Fisika Al-Biruni 5, Nr. 1 (27.04.2016): 121. http://dx.doi.org/10.24042/jpifalbiruni.v5i1.112.

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This study aims to: 1) Develop Instrument Domains Cognitive at Static Fluid material in SMA / MA, 2) determine the validity of the instrument of cognitive tests on the static fluid material, 3) determine the reliability of cognitive principal static fluid discussion, 4) determine the level of difficulty of the cognitive tests on the static fluid material, 5) determine distinguishing cognitive test on static fluid material. The result products include cognitive aspects such instruments multiple choice tests and essay tests.Instrument developed on cognitive aspects in the form of multiple choice tests and a description to the extent of competence Bloom C1 to C6 on the material of Static Fluid. The Design of this study is used the development procedure Reasearch and Depelopment (R & D) from Borg and Gall adopted by Sugiono ie; up to the stage seven form consisting of: the potential and problems, data collection, product design, design validation, design revisions, product trials, product revision. The data collecting is obtained from the results of expert validation instrument, the response of teachers, and product trials, and then analyzed by quantitative descriptive. The results of the analysis of the development of the instrument can be concluded that the cognitive instruments on the material of static fluid SMA / MA is excellent to be used by teachers in the assessment of competence of learners.Penelitian Pengembangan Instrumen Ranah Kognitif pada Pokok Bahasan Fluida Statis SMA/MA Ini dilakukan bertujuan;1) Mengembangkan Instrumen Ranah Kognitif pada Pokok Bahasan Fluida Statis SMA/MA, 2) mengetahui validitas instrumen tes kognitif pokok bahasan fluida statis, 3) mengetahui reliabilitas kognitif pokok bahasan fluida statis, 4) mengetahui tingkat kesukaran tes kognitif pokok bahasan fluida statis, 5) mengetahui daya pembeda tes kognitif pada pokok bahasan fluida statis.Produk yang dihasilkan meliputi instrumen aspek kognitif berupa tes pilihan jamak dan tes uraian.Instrumen yang dikembangkan pada aspek kognitif berupa tes pilihan jamak dan uraian sampai pada taraf kompetensi Bloom C1 sampai dengan C6 pada pokok bahasan Fluida Statis. Desain Penelitian ini menggunakan prosedur pengembangan Reaserch and Depelopment( R&D ) dari Borg and Gall yang diadopsi oleh Sugiono yakni sampai pada tahap ke tujuh berupa yang terdiri dari: potensi dan masalah, pengumpulan data, desain produk, validasi desain, revisi desain, uji coba produk,revisi produk. Pengumpulan data diperoleh dari hasil validasi ahli instrumen, respon guru, dan uji coba produk, kemudian dianalisis dengan deskriptif kuantitatif. Hasil analisis pengembangan instrumen dapat disimpulkan bahwa instrumen ranah kognitif pada pokok bahasan fluida statis SMA/MA sangat baik untuk digunakan oleh guru dalam penilaian kompetensi peserta didik

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Lee, Seoksu, Wonchan Oh, Sunnyeo Park, Eun-Sun Cho und In Sung Baek. „Binary Vulnerability Analysis Framework Combining Static and Dynamic Analyses“. Journal of KIISE 45, Nr. 12 (31.12.2018): 1217–26. http://dx.doi.org/10.5626/jok.2018.45.12.1217.

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McEneaney, William M., und Peter M. Dower. „Static duality and a stationary-action application“. Journal of Differential Equations 264, Nr. 2 (Januar 2018): 525–49. http://dx.doi.org/10.1016/j.jde.2017.08.054.

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Soleh, Chairul, und Josia Irwan Rastandi. „ALTERNATIF UJI BEBAN PADA STRUKTUR (STUDI KASUS : JEMBATAN BAJA)“. Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan 5, Nr. 1 (04.05.2021): 27. http://dx.doi.org/10.24912/jmstkik.v5i1.7215.

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The most common structural load test that has been widely used is the static load test. An alternative to the structural load test is dynamic load test. Dynamic testing is a test carried out to determine level of structural stiffness or structural elements stiffness in the form of natural frequencies, while the static load test is intended to obtain responses of static loading from the structure in the form of deflection. The discussion will emphasize the correlation between static load test and dynamic load test. To correlate the static load test with the vibration test, a reference or value that comes from modeling or theoretical analysis is needed. Structural modeling is carried out to obtain the theoretical natural frequency and the theoretical deflection which will then be compared with the natural frequency of the vibration test (dynamic). If the frequency of the test results and the theoretical frequency are compared to the theoretical deflection, the prediction of the test deflection will be obtained. The correlation between the predicted deflection of the test and deflection of the static load test is quite close with a difference of less than 12%. Judging from the above correlation, periodic inspections of the tested structures can be considered for vibration testing only. The types of structures reviewed are simple span steel bridge structure, simple span + link slab steel bridge structure and continuous span steel bridge structure. Keywords: modeling; natural frequencies; vibration testing; static load test AbstrakUji beban struktur yang umum dan sudah banyak dilakukan adalah uji beban statik. Alternatif lain dari uji beban adalah dengan melakukan pengujian vibrasi (dinamik) pada struktur. Pengujian vibrasi (dinamik) dilakukan untuk mengetahui tingkat kekakuan struktur atau elemen struktur berupa frekuensi alami, sedangkan uji beban statik dimaksudkan untuk mendapatkan respons hasil pembebanan statik dari struktur berupa lendutan. Pembahasan akan menekankan kepada korelasi antara uji beban statik dan uji beban vibrasi (dinamik). Untuk mengkorelasikan pengujian beban statik terhadap pengujian vibrasi (dinamik) diperlukan suatu acuan atau nilai yang berasal dari analisa pemodelan atau teoritis. Pemodelan struktur dilakukan untuk mendapatkan frekuensi alami secara teoritis dan lendutan teoritis yang kemudian akan dibandingkan dengan frekuensi alami hasil uji vibrasi (dinamik). Jika frekuensi hasil uji dan frekuensi teoritis dibandingkan terhadap lendutan teoritis maka akan didapatkan prediksi lendutan uji. Hasil korelasi antara prediksi lendutan uji terhadap lendutan uji beban statik cukup mendekati dengan perbedaan kurang dari 12%. Dilihat dari korelasi diatas, maka untuk pemeriksaan berkala pada struktur yang telah diuji dapat dipertimbangkan untuk dilakukan pengujian vibrasi saja. Jenis struktur yang ditinjau adalah struktur jembatan baja simple span, simple span + link slab dan continuous span.

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Bociu, Lorena, und Justin T. Webster. „Nonlinear quasi-static poroelasticity“. Journal of Differential Equations 296 (September 2021): 242–78. http://dx.doi.org/10.1016/j.jde.2021.05.060.

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Louridas, P. „Static code analysis“. IEEE Software 23, Nr. 4 (Juli 2006): 58–61. http://dx.doi.org/10.1109/ms.2006.114.

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Do, Lisa Nguyen Quang, Stefan Kruger, Patrick Hill, Karim Ali und Eric Bodden. „Debugging Static Analysis“. IEEE Transactions on Software Engineering 46, Nr. 7 (01.07.2020): 697–709. http://dx.doi.org/10.1109/tse.2018.2868349.

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22

Shin, Han-Seop, Min-Han Oh und Seung-Hwan Boo. „Local Nonlinear Static Analysis via Static Condensation“. Journal of the Korean Society of Marine Environment and Safety 27, Nr. 1 (28.02.2021): 193–200. http://dx.doi.org/10.7837/kosomes.2021.27.1.193.

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23

Choi, Cheolyong, Yonmo Sung, Gyung Min Choi und Duck Jool Kim. „Numerical Analysis of Urea Decomposition with Static Mixers in Marine SCR System“. Journal of Clean Energy Technologies 3, Nr. 1 (2015): 39–42. http://dx.doi.org/10.7763/jocet.2015.v3.165.

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24

Antonio, Cordova, Zuñiga Juan Manuel, Mantari Jose Luis und Alvarez Helard Henry. „Estimation of the power consumed in disc crushers using a static analysis“. Research in Agricultural Engineering 63, No. 4 (07.12.2017): 152–59. http://dx.doi.org/10.17221/68/2016-rae.

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The classic forms of disc crusher disintegration simulations are faced using methods that associate their analysis to the stochastic nature of the process. This paper introduces a method that can solve the disc crusher disintegration simulation with a partially deterministic manner. The paper presents the result of the thrust force and the consumed power of disc crushers which is estimated by a static analysis of forces that interact within the discs (fixed and mobile). This methodology uses the calculation of forces and directions involved in the process of particle fragmentation. The fragmented material is characterized. The fragmentation process is simulated with the help of the computer programme to finally estimate the consumed power. For comparison purposes, two types of disc crushers are designed to determine the capability of the method after assessing the results.

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Zheng Ying, 郑莹, und 吕金光 Lü Jinguang. „新型静态傅里叶变换光谱仪干涉系统仿真与分析“. Acta Optica Sinica 41, Nr. 18 (2021): 1830001. http://dx.doi.org/10.3788/aos202141.1830001.

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DOBARRO, F., und B. UNAL. „Special standard static space–times“. Nonlinear Analysis 59, Nr. 5 (November 2004): 759–70. http://dx.doi.org/10.1016/s0362-546x(04)00286-x.

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Dobarro, Fernando, und Bülent Ünal. „Special standard static space–times“. Nonlinear Analysis: Theory, Methods & Applications 59, Nr. 5 (November 2004): 759–70. http://dx.doi.org/10.1016/j.na.2004.07.035.

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Aswad, Nini Hasriyani, Zainal Zainal und Masdiana Masdiana. „EFEKTIFITAS POLA TORSI PADA STRUKTUR RANGKA BALOK KASTELA DENGAN MENGGUNAKAN ETABS“. STABILITA || Jurnal Ilmiah Teknik Sipil 11, Nr. 3 (30.11.2023): 204. http://dx.doi.org/10.55679/jts.v11i3.46256.

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ABSTRAK Baja memiliki keunggulan karena dapat menyesuaikan bentuk dalam sebuah perancangan dan mempercepat waktu konstruksi. Salah satunya adalah balok kastela yang terbuat dari baja. Namun, karena ukuran penampangnya yang tipis, mereka rentan terhadap deformasi dan ketidakstabilan yang terjadi pada balok yang sering disebut efek torsi. Penelitian ini bertujuan mencari bentang efektif torsi pada balok kastela 225 x 75 x 7 x 8 akibat beban gempa statis dengan mengevaluasi beberapa bentang 3.1 – 3.5-meter menggunakan software etabs v.20. Dari hasil analisis struktur efek torsi pada bentang balok sumbu x dapat untuk bentang efektif balok kastela terhadap torsi akibat beban gempa adalah pada bentang 3.3 m dengan torsi untuk gempa statis sumbu x sebesar 8 Nm dan gempa statis sumbu y sebesar 2.7 Nm. Efektifitas torsi pada bentang balok sumbu y pada balok kastela terhadap torsi akibat beban gempa adalah pada bentang 3.3 m dengan torsi untuk gempa statis sumbu x dengan nilai 5.6 Nm dan gempa statis sumbu y 4.1 Nm. Kata Kunci: Software etabs, torsi, analisis struktur ABSTRACT The use of steel material offers benefits in terms of accelerating construction time and adapting the shape of steel beams to meet design requirements. One of them is a steel beam with battlements. However, because to the narrow nature of steel beams, there is a possibility of instability in the form of deformation occurring outside the loading plane. This type of deformation is commonly referred to as torsion in beams. The objective of this study is to determine the optimal torsion span in castella beams with dimensions of 225 x 75 x 7 x 8 under the influence of a static seismic load. The span range being considered is 3.1m to 3.5m. The analysis will be conducted using Etabs v.20 software. The torsion on the x-axis beam span is evident from the results of the structural analysis conducted using ETABS v.20 software. The castella beam has an effective span of 3.3 m for resisting torsion caused by earthquake stresses. It can withstand a torsion of 8 Nm for x-axis static earthquakes and y-axis static earthquakes. The value is 2.7 Newton meters (Nm). The torsional force acting on the y-axis beam span. The castella beam has an effective span of 3.3 m for resisting torsion caused by earthquake stresses. It can withstand a torsion of 5.6 Nm along the x-axis and 4.1 Nm along the y-axis for static earthquakes. Keywords: Etabs software, torsion, structural analysis

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Zebua, Alfian Wiranata. „ANALISIS GAYA GEMPA PADA BANGUNAN RUMAH TINGGAL DI WILAYAH GEMPA TINGGI“. Jurnal Teknik Sipil 7, Nr. 2 (29.11.2018): 57–64. http://dx.doi.org/10.24815/jts.v7i2.10126.

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Abstract : Four stories building was used as structure model. Static earthquake loads distribution were determined according to SNI 1726:2012. The effect of dynamic earthquake loads also considered. The result of structural analysis determined using ETABS. It were static shear force 1.082,64 KN and dynamic shear force, Fx = 1.057 KN and Fy = 983,5 KN. Colomn and beam forces were also determined. Support reactions and joint displacements were determined through structural analysis. Mass modal participation has been reached over 90% at mode 5. Story drift was still smaller than the allowable story drift.Keywords : earthquake loads analysis, residential building.Abstrak:Model struktur yang dianalisis yaitu gedung beraturan lantai 4 untuk rumah tinggal. Distribusi beban gempa statik diperoleh sesuai dengan SNI 1726:2012. Pengaruh beban gempa dinamik juga diperhitungkan. Hasil analisis struktur diperoleh antara lain besaran gaya geser statik 1.082,64 KN dan gaya geser dinamik, Fx = 1.057 KN dan Fy = 983,5 KN. Besaran gaya elemen kolom dan balok juga diperoleh. Reaksi tumpuan serta perpindahan titik buhul dapat diketahui dari hasil analisis yang dilakukan. Pada mode 5, partisipasi massa model yang dianalisis sudah mencapai 90%.Simpangan antar lantai yang terjadi pada model struktur tidak melebihi simpangan yang diijinkan.Kata kunci : analisis gaya gempa, bangunan rumah tinggal.

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Akyüz, Murat, Murat Özmaden, Yeliz Doğru, Evren Karademir, Yeşim Aydın und Ümit Hayta. „Examination of basic motoric characteristics with different stretching exercises in football playersGenç basketbolcularda statik ve dinamik germe egzersizlerinin bazı fiziksel parametrelere etkisi“. Journal of Human Sciences 14, Nr. 2 (25.04.2017): 1492. http://dx.doi.org/10.14687/jhs.v14i2.4560.

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This study was conducted to examine the effects of static and dynamic stretching exercises on strength, flexibility, speed and balance in young basketball players. 10 volunteers from the 16 year old male basketball team of Pınar Karsiyaka Sports Club participated in the study. The average age of the athletes is 16 ± 0,0 (year) and the average of the height is 188 ± 0,08 (cm). The study consists of three parts. On the first day, dynamic stretching exercises were performed on the second day and static stretching exercises and performance tests were performed on the third day without performing any exercise. Applied performance tests were hand grip strength, back-leg strength, sit-in flexibility test, 20 m. Sprint test and flamingo balance test. The obtained data were analyzed with the variance analysis (ANOVA test) in the repeated measures using the SPSS 23.0 package program. As a result of the study, the flexibility of the static and dynamic stretching exercises in the data obtained, the difference in the left handed claw strength and the speed of the dynamic stretching exercises were significant (p <0.05). On the other hand, no statistically significant difference was found between static and dynamic stretching exercises and back leg strength and balance (p> 0.05). As a result, it can be said that static and dynamic stretching exercises have a positive effect on flexibility, strength and speed. ÖzetBu çalışma genç basketbolcularda statik ve dinamik germe egzersizlerinin kuvvet, esneklik, sürat ve denge üzerindeki etkisini incelemek amacıyla yapılmıştır. Çalışmaya Pınar Karşıyaka Spor Kulübünün 16 yaş erkek basketbol takımından 10 gönüllü katılmıştır. Sporcuların yaş ortalamaları 16±0,0 (yıl), boy ortalamaları 188±0,08 (cm)’dir. Çalışma üç bölümden oluşmaktadır. Birinci gün herhangi bir egzersiz uygulanmadan, ikinci gün dinamik germe egzersizleri ve üçüncü gün statik germe egzersizleri ile performans testleri uygulanmıştır. Uygulanan performans testleri sırasıyla el kavrama kuvveti, sırt-bacak kuvveti, otur-eriş esneklik testi, 20 m. sprint testi ve flamingo denge testinden oluşmaktadır. Elde edilen veriler SPSS 23.0 paket programı kullanılarak tekrarlı ölçümlerde Varyans Analizi (Anova Testi) ile analiz edilmiştir. Çalışma sonucunda elde edilen verilerde statik ve dinamik germe egzersizlerinin esnekliğe, dinamik germe egzersizlerinin sol el pençe kuvveti ve sürat üzerinde anlamlı bir farklılık meydana gelmiştir (p<0.05). Diğer yandan, statik ve dinamik germe egzersizleri ile sırt bacak kuvveti ve denge üzerinde anlamlı bir farklılık bulunamamıştır (p>0.05). Sonuç olarak, statik ve dinamik germe egzersizlerinin esneklik, kuvvet ve sürat üzerinde olumlu etkisi olduğu söylenebilir.

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Dyah, Atika Isnaining, Supriyono Koes H und Hari Wisodo. „Bagaimana Penguasaan Konsep Siswa pada Materi Fluida Statis?“ Jurnal Pendidikan: Teori, Penelitian, dan Pengembangan 4, Nr. 8 (30.08.2019): 1030. http://dx.doi.org/10.17977/jptpp.v4i8.12664.

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<p class="Abstrak"><strong>Abstract:</strong> The purpose of this study is to determine the increase of mastery concept in static fluid in inquiry learning with theoretical empirical reviews. The research method uses descriptive analysis. The research subjects consisted of 31 students of SMAN 9 Malang. The measurement instrument is a concept of mastery test questions in the form of a multiple choice of 15 items. The calculation of the question reliability is 0.588 with quite high criteria. The results showed that there was an increase in mastery of the concept of static fluid. The results of the N-gain calculation show that 58% of students are in the upper medium category. This finding indicates that IDAET learning can improve mastery of the concept of static fluid.</p><strong>Abstrak:</strong> Tujuan penelitian ini adalah untuk mengetahui peningkatan penguasaan konsep fluida statis dalam pembelajaran <em>inquiry-discovery</em> dengan tinjauan empiris teoritis. Metode penelitian menggunakan analisis deskriptif. Subjek penelitian terdiri atas 31 siswa SMAN 9 Malang. Instrumen pengukuran berupa soal tes penguasaan konsep dalam bentuk pilihan ganda sebanyak 15 butir. Perhitungan reliabilitas soal sebesar 0,588 dengan kriteria cukup tinggi. Hasil penelitian menunjukkan bahwa terjadi peningkatan penguasaan konsep fluida statis. Hasil perhitungan N-gain diperoleh bahwa 58% siswa berada pada kategori medium atas. Temuan ini mengindikasikan bahwa pembelajaran IDAET dapat meningkatkan penguasaan konsep fluida statis

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De Lima, Henrique F., Andre F. A. Ramalho und Marco Antonio L. Velasquez. „Solutions to mean curvature equations in weighted standard static spacetimes“. Electronic Journal of Differential Equations 2020, Nr. 01-132 (30.07.2020): 83. http://dx.doi.org/10.58997/ejde.2020.83.

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In this article, we study the solutions for the mean curvature equation in a weighted standard static spacetime, \(\mathbb{P}_f^n\times_\rho\mathbb{R}_1\), having a warping function \(\rho\) whose weight function f does not depend on the parameter \(t\in\mathbb{R}\). We establish a f-parabolicity criterion to study the rigidity of spacelike hypersurfaces immersed in \(\mathbb{P}_f^n\times_\rho\mathbb{R}_1\) and, in particular, of entire Killing graphs constructed over the Riemannian base \(\mathbb{P}^n\). Also we give applications to weighted standard static spacetimes of the type \(\mathbb{G}^n\times_\rho\mathbb{R}_1\), where \(\mathbb G^n\) is the Gaussian space. For more information see https://ejde.math.txstate.edu/Volumes/2020/83/abstr.html

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Clem, Timothy, und Patrick Thomson. „Static analysis at GitHub“. Communications of the ACM 65, Nr. 2 (Februar 2022): 44–51. http://dx.doi.org/10.1145/3486594.

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Thomson, Patrick. „Static Analysis: An Introduction“. Queue 19, Nr. 4 (31.08.2021): 29–41. http://dx.doi.org/10.1145/3487019.3487021.

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Modern static-analysis tools provide powerful and specific insights into codebases. The Linux kernel team, for example, developed Coccinelle, a powerful tool for searching, analyzing, and rewriting C source code; because the Linux kernel contains more than 27 million lines of code, a static-analysis tool is essential both for finding bugs and for making automated changes across its many libraries and modules. Another tool targeted at the C family of languages is Clang scan-build, which comes with many useful analyses and provides an API for programmers to write their own analyses. Like so many things in computer science, the utility of static analysis is self-referential: To write reliable programs, we must also write programs for our programs. But this is no paradox. Static-analysis tools, complex though their theory and practice may be, are what will enable us, and engineers of the future, to overcome this challenge and yield the knowledge and insights that we practitioners deserve.

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Clem, Timothy, und Patrick Thomson. „Static Analysis at GitHub“. Queue 19, Nr. 4 (31.08.2021): 42–67. http://dx.doi.org/10.1145/3487019.3487022.

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The Semantic Code team at GitHub builds and operates a suite of technologies that power symbolic code navigation on github.com. We learned that scale is about adoption, user behavior, incremental improvement, and utility. Static analysis in particular is difficult to scale with respect to human behavior; we often think of complex analysis tools working to find potentially problematic patterns in code and then trying to convince the humans to fix them. Our approach took a different tack: use basic analysis techniques to quickly put information that augments our ability to understand programs in front of everyone reading code on GitHub with zero configuration required and almost immediate availability after code changes.

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Black, Paul E. „Static analysis summit II“. ACM SIGAda Ada Letters XXVII, Nr. 3 (17.11.2007): 101–7. http://dx.doi.org/10.1145/1315607.1315606.

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Landi, William. „Undecidability of static analysis“. ACM Letters on Programming Languages and Systems 1, Nr. 4 (Dezember 1992): 323–37. http://dx.doi.org/10.1145/161494.161501.

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Koshelev, V., V. Ignatyev und A. Borzilov. „C# static analysis framework“. Proceedings of the Institute for System Programming of the RAS 28, Nr. 1 (2016): 21–40. http://dx.doi.org/10.15514/ispras-2016-28(1)-2.

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Cousot, Radhia. „Static Analysis Symposium 2003“. Science of Computer Programming 58, Nr. 1-2 (Oktober 2005): 1–2. http://dx.doi.org/10.1016/j.scico.2005.04.002.

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Chess, Brian, und Jacob West. „Prioritizing static analysis results“. Datenschutz und Datensicherheit - DuD 34, Nr. 3 (24.02.2010): 156–59. http://dx.doi.org/10.1007/s11623-010-0025-3.

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Coskun, Huseyin. „Static ecological system analysis“. Theoretical Ecology 13, Nr. 1 (25.04.2019): 17–52. http://dx.doi.org/10.1007/s12080-019-0421-8.

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Chess, B., und G. McGraw. „Static analysis for security“. IEEE Security and Privacy Magazine 2, Nr. 6 (November 2004): 76–79. http://dx.doi.org/10.1109/msp.2004.111.

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Chess, Brian, Kris Britton, Chris Eng, Bill Pugh, Lakshmikanth Raghavan und Jacob West. „Static Analysis in Motion“. IEEE Security & Privacy Magazine 10, Nr. 3 (Mai 2012): 53–56. http://dx.doi.org/10.1109/msp.2012.79.

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Skrypnyuk, Nataliya, Flemming Nielson und Henrik Pilegaard. „Static Analysis of IMC“. Journal of Logic and Algebraic Programming 81, Nr. 4 (Mai 2012): 522–40. http://dx.doi.org/10.1016/j.jlap.2012.03.011.

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Midtgaard, Jan, und Anders Møller. „QuickChecking static analysis properties“. Software Testing, Verification and Reliability 27, Nr. 6 (30.08.2017): e1640. http://dx.doi.org/10.1002/stvr.1640.

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Souza, Helson Gomes de, Francisco José Silva Tabosa, Jair Andrade Araujo und Ahmad Saeed Khan. „ANÁLISE ESPAÇO-TEMPORAL DA POBREZA NOS ESTADOS BRASILEIROS“. RDE - Revista de Desenvolvimento Econômico 1, Nr. 39 (April 2017): 212. http://dx.doi.org/10.21452/rde.v2i37.4734.

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Esta pesquisa objetiva analisar as relações entre pobreza, crescimento econômico e desigualdade nos estados brasileiros tendo em vista a mudança estrutural ocorrida na economia. Para tanto, utilizou-se uma metodologia com dados dispostos em tempo e espaç

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Murthy, Dr S. Linga, und Dr Priyesh C. A. Dr. Priyesh C.A. „An Analysis of Agrarian Crisis in South Indian States“. International Journal of Scientific Research 2, Nr. 6 (01.06.2012): 137–42. http://dx.doi.org/10.15373/22778179/june2013/45.

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Roslam, Aini Fatihah, Nor Azizan Idris und Zarina Othman. „Analisis sekatan bilateral Amerika Syarikat terhadap Myanmar“. Malaysian Journal of Society and Space 14, Nr. 3 (27.08.2018): 101–15. http://dx.doi.org/10.17576/geo-2018-1403-08.

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Ingle, Prashant G., und Vijaykumar P. Bhusare. „Performance Based Seismic Design of Reinforced Concrete Building By Non-Linear Static Analysis“. Journal of Advances and Scholarly Researches in Allied Education 15, Nr. 2 (01.04.2018): 340–44. http://dx.doi.org/10.29070/15/56843.

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AL-ITBI, Sura Kareem, und Ahmad Reshad NOORI. „Finite Element Analysis for the Static Response of Functionally Graded Porous Sandwich Beams“. International Journal of Engineering Technologies IJET 8, Nr. 1 (11.10.2022): 13–20. http://dx.doi.org/10.19072/ijet.1161612.

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In this paper, the finite element method is used to analyze the static response of the functionally graded porous (FGP) sandwich beams subjected to uniformly distributed loads along the beam span. The core of the beam is made up of functionally graded porous material while the top and bottom layers are made up of isotropic homogenous materials. Uniform distribution and symmetric distribution of pores are used as two different types of porous material. Shear deformation is considered in the analysis by utilizing BEAM189 in ANSYS which is a finite element package program. This element is based on the first-order shear deformation theory. The influence of porosity coefficient, boundary conditions, and type of the porous material on the static response of the considered structures is presented in detail. The results demonstrate that the porosity coefficient has an important impact on the static response of the FGP sandwich beams.

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