المؤلفون: Xin Xue, Chao Zheng, Fu-qiang Lai, Xue-qian Wu

المصدر: Defence Technology, Vol 31, Iss , Pp 510-522 (2024)

مصطلحات موضوعية: Entangled wire mesh, Gradient cylindrical sandwich shell, Vacuum brazing, Secant stiffness, Damping, Military Science

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S221491472300003X; https://doaj.org/toc/2214-9147

URL الوصول: https://doaj.org/article/10b00035c9fd482ea9d6df5bd0cf819d

المؤلفون: Ferreira, Marcelo de Araujo, Bachega, Luís Augusto, Catoia, Bruna

المصدر: Revista IBRACON de Estruturas e Materiais. January 2021 14(1)

مصطلحات موضوعية: precast concrete structures, equivalent connection, monolithic, secant stiffness

وصف الملف: text/html

URL الوصول: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000100214

المؤلفون: Ayad Al-Rumaithi, Aqeel T. Fadhil, Ban Fadhil Salman

المصدر: International Journal of Applied Mechanics and Engineering, Vol 25, Iss 3, Pp 1-16 (2020)

مصطلحات موضوعية: secant stiffness, numerical model, prestressed, structural concrete, Mechanical engineering and machinery, TJ1-1570

وصف الملف: electronic resource

Relation: https://www.ijame-poland.com/Analysis-of-Structural-Concrete-Bar-Members-Based-on-Secant-Stiffness-Methods,166833,0,2.html; https://doaj.org/toc/1734-4492; https://doaj.org/toc/2353-9003

URL الوصول: https://doaj.org/article/260cf93b7eed498e84ac932e7fda5b19

المؤلفون: Maidiawati Maidiawati, Jafril Tanjung, Fadzli Mohamed Nazri, Yulia Hayati, Masrilayanti Masrilayanti

المصدر: Buildings; Volume 12; Issue 10; Pages: 1496

مصطلحات موضوعية: cyclic loading test, energy dissipation, masonry infill, retrofit, seismic performance, secant stiffness

وصف الملف: application/pdf

Relation: Building Structures; https://dx.doi.org/10.3390/buildings12101496

الاتاحة: https://doi.org/10.3390/buildings12101496

المؤلفون: Marcelo de Araujo Ferreira, Luís Augusto Bachega, Bruna Catoia

المصدر: Revista IBRACON de Estruturas e Materiais, Vol 14, Iss 1 (2021)

مصطلحات موضوعية: precast concrete structures, equivalent connection, monolithic, secant stiffness, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000100214&tlng=en; https://doaj.org/toc/1983-4195

URL الوصول: https://doaj.org/article/1466d97e120347ac8bb859d6a4fcd8b6

المؤلفون: Zunan Fu, Guoshuai Wang, Yanming Yu, Li Shi

المصدر: Symmetry; Volume 13; Issue 9; Pages: 1647

مصطلحات موضوعية: pile–bucket foundation, model test, horizontal cyclic loading, secant stiffness, soil resistance

وصف الملف: application/pdf

Relation: https://dx.doi.org/10.3390/sym13091647

الاتاحة: https://doi.org/10.3390/sym13091647

المؤلفون: S. V. Bespalko, E. G. Kurzina, A. M. Kurzina, I. Zh. Zhaisan, С. В. Беспалько, Е. Г. Курзина, А. М. Курзина, И. Ж. Жайсан

المساهمون: The authors express their gratitude for the scientific support of the work to Viktor N. Filippov, D.Sc. (Eng), head of the Department of Railway Wagons and Wagon Facilities of Russian University of Transport., Авторы выражают благодарность за научное сопровождение представленной работы профессору кафедры «Вагоны и вагонное хозяйство» Российского университета транспорта, доктору технических наук Филиппову Виктору Николаевичу.

المصدر: World of Transport and Transportation; Том 17, № 5 (2019); 78-95 ; Мир транспорта; Том 17, № 5 (2019); 78-95 ; 1992-3252

مصطلحات موضوعية: отклонение, railway track, wagon, multi-mass vibratory system, generalized wagon–track model, damping material, sandwich plates, pads, elastic-hysteresis properties, dynamic secant stiffness, dynamic hysteresis, thermal action, multivariate calculations, reaction force, deviation, путь, вагон, многомассовая колебательная система, обобщённая модель «вагон–путь», демпфирующий материал, сэндвич, упруго-гистерезисные свойства, динамическая секущая жёсткость, динамический гистерезис, температурное воздействие, многовариантные расчёты, реактивная сила

وصف الملف: application/pdf

Relation: https://mirtr.elpub.ru/jour/article/view/1744/2148; https://mirtr.elpub.ru/jour/article/view/1744/2149; Вериго М. Ф., Петров Г. И., Хусидов В. В. Имитационное моделирование сил взаимодействия экипажа и пути // Бюллетень ОСЖД. – Варшава. –1995. – № 6. – С. 3–8.; Захаров С. М., Погорелов Д. Ю., Симонов В. А. Анализ влияния параметров экипажей и пути на интенсивность износа в системе колесо–рельс (на основе полного факторного эксперимента) // Вестник Научно-исследовательского института железнодорожного транспорта. – 2010. – № 2. – С. 31–35.; Хусидов В. Д., Заславский Л. В. Моделирование реакций в динамических системах с зазорами в соединениях // Тезисный доклад на IX Международной конференции «Проблемы механики железнодорожного транспорта: динамика, надёжность и безопасность подвижного состава», Днепропетровск. – 29–31 мая, 1996. – С. 138.; Есаулов В. П., Сладковский А. В., Токарев В. В. Математическая модель взаимодействия рельсовой колеи и колёсной пары и некоторые вопросы автоматизированного проектирования оборудования для их производства и ремонта // Тезисный доклад на всесоюзной научной конференции. – Воронеж. – 1991. – С. 103.; Sun, Y. Q., Simson, S. Wagon–track modelling and parametric study on rail corrugation initiation due to wheel stick-slip process on curved track. Wear, 2008, Vol. 265, pp. 1193–1201. DOI:10.1016/j.wear.2008.02.043.; Croft, B. E., Jones, C. J. C., Thompson, D. J. Modelling the effect of rail dampers on wheel–rail interaction forces and rail roughness growth rates. Journal of Sound and Vibration, 2009, Vol. 323, Iss. 1–2, pp. 17–32. DOI: https://doi.org/10.1016/j.jsv.2008.12.013.; Chen, G. X., Zhou, Z. R., Ouyang, H. [et al]. A finite element study on rail corrugation based on saturated creep force-induced self-excited vibration of a wheelset–track system. Journal of Sound and Vibration, 2010, Vol. 329, Iss. 22, pp. 4643–4655. DOI:10.3969/j.issn.0258-2724.2017.01.016.; Caiyou Zhao, Ping Wang, Xi Sheng, Duo Meng. Theoretical simulation and experimental investigation of a rail damper to minimize short-pitch rail corrugation. Mathematical Problems in Engineering, Vol. 2017, pp. 1–14. Article ID 2359404. DOI: https://doi.org/10.1155/2017/2359404.; Yan-qi Liu, Yan Zhang, Chun-fang Song, Huangsen Gu, Longlong Xu. Excitation frequency, fastener stiffness and damping, and speed of the moving harmonic load on the dynamic response of the track structure. Journal of Mechanical Science and Technology, 2019, Vol. 33, Iss. 1, pp. 11–19. DOI:10.1007/s12206-018-1202-9.; Вершинский С. В., Данилов В. Н., Хусидов В. Д. Динамика вагона. – М.: Транспорт, 1991. – 360 с.; Данилов В. Н., Хусидов В. Д., Филиппов В. Н. Постановка и метод решения задачи пространственных колебаний двухосной тележки // Труды МИИТ. – Вып. 368. – 1971. – С. 30–44.; Kurzina, E. G., Kolmakov, A. G., Aksenov, Yu. N., Kurzina, A. M., Bogachev, A. Yu., Semak, A. V. Comparison of the composite materials intended for damping elements for the infrastructure of rail transport and rolling stock. Russian Metallurgy (Metally), 2019, Iss. 4, pp. 448–452. DOI: https://doi.org/10.1134/S0036029519040232.; https://mirtr.elpub.ru/jour/article/view/1744

الاتاحة: https://mirtr.elpub.ru/jour/article/view/1744
https://doi.org/10.30932/1992-3252-2019-17-5-78-95

المؤلفون: Franchin, Paolo, Mollaioli, Fabrizio, Petrini, Francesco

المساهمون: Franchin, Paolo, Mollaioli, Fabrizio, Petrini, Francesco

مصطلحات موضوعية: Capacity design, equivalent linear analysi, mean annual rate, SAC/FEMA, secant stiffness

وصف الملف: ELETTRONICO

Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:000422868903121; ispartofbook:Procedia Engineering; 10th International Conference on Structural Dynamics, EURODYN 2017; volume:199; firstpage:3570; lastpage:3575; numberofpages:6; journal:PROCEDIA ENGINEERING; http://hdl.handle.net/11573/1087171; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85029903690; http://www.sciencedirect.com/science/journal/18777058

الاتاحة: http://hdl.handle.net/11573/1087171
https://doi.org/10.1016/j.proeng.2017.09.522
http://www.sciencedirect.com/science/journal/18777058

المؤلفون: Aqeel T. Fadhil, Ban Fadhil Salman, Ayad Al-Rumaithi

المصدر: International Journal of Applied Mechanics and Engineering, Vol 25, Iss 3, Pp 1-16 (2020)

مصطلحات موضوعية: Fluid Flow and Transfer Processes, Materials science, business.industry, Bar (music), 0211 other engineering and technologies, Mechanics of engineering. Applied mechanics, Stiffness, 020101 civil engineering, Transportation, 02 engineering and technology, Structural engineering, TA349-359, prestressed, secant stiffness, 0201 civil engineering, 021105 building & construction, medicine, medicine.symptom, business, numerical model, structural concrete, Civil and Structural Engineering

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b7b520c6afad4a65e49ee6b3296a92b
https://doaj.org/article/260cf93b7eed498e84ac932e7fda5b19

المؤلفون: Liao, Weiming, Wu, Jinbiao, Wang, Zhijia, Yan, Kongming, Ouyang, Fang

المساهمون: The University of Newcastle. College of Engineering, Science & Environment, School of Engineering

مصطلحات موضوعية: monopile, overconsolidated marine clay, one-way cyclic lateral loading, accumulated lateral deformation, cyclic secant stiffness, SDG 7, Sustainable Development Goals

Relation: Marine Georesources and Geotechnology Vol. 40, Issue 8, p. 953-966; http://hdl.handle.net/1959.13/1463796; uon:46838

الاتاحة: http://hdl.handle.net/1959.13/1463796

المؤلفون: Hitoshi UNOSAWA, Junji KATO, Takashi KYOYA, Xiaodong LIU, 京谷 孝史, 劉 暁東, 加藤 準治, 鵜之沢 均

المصدر: 日本計算工学会論文集 / Transactions of the Japan Society for Computational Engineering and Science. 2018, 2018:20180014

المؤلفون: Yanming Yu, Zunan Fu, Li Shi, Guoshuai Wang

المصدر: Symmetry, Vol 13, Iss 1647, p 1647 (2021)
Symmetry
Volume 13
Issue 9

مصطلحات موضوعية: Physics and Astronomy (miscellaneous), Deformation (mechanics), business.industry, General Mathematics, Foundation (engineering), Stiffness, horizontal cyclic loading, Structural engineering, Turbine, model test, secant stiffness, Chemistry (miscellaneous), Computer Science (miscellaneous), medicine, Bending moment, QA1-939, pile–bucket foundation, soil resistance, Bearing capacity, medicine.symptom, Pile, business, Displacement (fluid), Geology, Mathematics

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::85d098f37d6da5ffaad6104a6916781c
https://www.mdpi.com/2073-8994/13/9/1647

المؤلفون: Michel, Clotaire, id_orcid:0 000-0001-6938-8400, Lestuzzi, Pierino, Lacave, Corinne

المصدر: Bulletin of Earthquake Engineering, 12 (4)

مصطلحات موضوعية: Displacement-based methods, Vulnerability assessment, Equal displacement rule, Secant stiffness, Hysteretic models, Seismic behavior, Recorded earthquakes, Displacement demand prediction, Non-linear displacement demand

وصف الملف: application/application/pdf

Relation: info:eu-repo/semantics/altIdentifier/wos/000341650700007; http://hdl.handle.net/20.500.11850/80324

الاتاحة: https://hdl.handle.net/20.500.11850/80324
https://doi.org/10.3929/ethz-b-000080324

المؤلفون: Kristiansson Högefjord, William, Wedholm, Tobias

مصطلحات موضوعية: Dry deep mixing, Calcined Clay, UCS-test, local secant stiffness, Finite element analysis, Carbon Dioxide Emission

وصف الملف: application/pdf

Relation: http://hdl.handle.net/20.500.12380/308216

الاتاحة: https://hdl.handle.net/20.500.12380/308216

المؤلفون: 永澤 茂, 金子 智, 高橋 智久

المصدر: The Proceedings of Conference of Hokuriku-Shinetsu Branch. 2017, :032

المؤلفون: 박홍근, 엄태성, 김재요

المساهمون: Park, Hong-gun, Eom, Tae-sung, Kim, Jae-yo

مصطلحات موضوعية: secant stiffness analysis, inelastic analysis, moment redistribution, seismic design, reinforced concrete, 할선강성해석, 비탄성해석, 모멘트재분배, 내진설계, 철근콘크리트

Relation: 한국지진공학회 논문집, 13권 2호, 2009, pp. 59-68; http://uci.or.kr/G300-jX1178240.v13n2p59; https://hdl.handle.net/10371/8135

الاتاحة: https://hdl.handle.net/10371/8135
http://uci.or.kr/G300-jX1178240.v13n2p59

المؤلفون: 박홍근, 엄태성

المساهمون: Park, Hong-Gun, Eom, Tae-Sung

مصطلحات موضوعية: strut-and-tie model, secant stiffness, inelastic design, deformability, reinforced concrete, 스트럿-타이 모델, 할선강성, 비탄성 설계, 변형 능력, 철근콘크리트

Relation: 한국콘크리트학회 논문집 제20권 제3호, 2008, pp. 345-356; http://www.kci.or.kr; https://hdl.handle.net/10371/8147

الاتاحة: https://hdl.handle.net/10371/8147
http://www.kci.or.kr

المؤلفون: Al-Rumaithi, Ayad, Fadhil, Aqeel T., Salman, Ban Fadhil

المساهمون: Jurczak, Paweł - red.

المصدر: IJAME, volume 25, number 3 (2020)

مصطلحات موضوعية: secant stiffness, numerical modeling, prestressed, structural concrete

وصف الملف: application/pdf

Relation: oai:zbc.uz.zgora.pl:publication:78129; https://zbc.uz.zgora.pl/dlibra/docmetadata?showContent=true&id=70514; oai:zbc.uz.zgora.pl:70514; http://zbc.uz.zgora.pl/Content/70514/10.2478_ijame-2020-0031.pdf

الاتاحة: https://zbc.uz.zgora.pl/dlibra/docmetadata?showContent=true&id=70514
http://zbc.uz.zgora.pl/Content/70514/10.2478_ijame-2020-0031.pdf

المؤلفون: 박홍근, 김윤곤, 엄태성

المساهمون: Park, Hong-gun, Kim, Yun-gon, Eom, Tae-sung

مصطلحات موضوعية: strut and tie model, secant stiffness, nonlinear design, inelastic analysis, reinforced concrete, 스트럿-타이 모델, 할선강성, 비탄성해석, 철근콘크리트

Relation: 한국콘크리트학회 논문집 제17권 제2호, 2005, pp. 201-212; http://www.kci.or.kr; https://hdl.handle.net/10371/8120

الاتاحة: https://hdl.handle.net/10371/8120
http://www.kci.or.kr

المؤلفون: Rahmatollah Mirzababai, Fariman Ranjbaran, Omid Rezayfar

المصدر: International Journal of Advanced Structural Engineering, Vol 10, Iss 1, Pp 49-60 (2018)

مصطلحات موضوعية: Absorption (acoustics), Materials science, 0211 other engineering and technologies, Full scale, 020101 civil engineering, Steel fiber-reinforced concrete, 02 engineering and technology, Bending, Fiber-reinforced concrete, Damping, lcsh:TH1-9745, 0201 civil engineering, law.invention, law, 021105 building & construction, medicine, Ductility, Civil and Structural Engineering, Volume fraction, Experimental study, business.industry, Stiffness, Structural engineering, Secant stiffness, lcsh:TA1-2040, Solid mechanics, medicine.symptom, business, lcsh:Engineering (General). Civil engineering (General), lcsh:Building construction

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::24861d7aaa3bebb66540c76ec2a32838
http://link.springer.com/article/10.1007/s40091-018-0177-1