Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Phan Van-Phuc"'
Publikováno v:
Architecture and Engineering, Vol 6, Iss 2, Pp 37-44 (2021)
Introduction: Climate change (temperature rise and sea level rise) has a considerable influence on the behavior of concrete structures over time. All concrete degradation processes are connected to climate variables and the effects of climate change.
Externí odkaz:
https://doaj.org/article/2fa7aebf6de449e2bb7efc181bf368f4
Autor:
Phan, Van-Phuc
Publikováno v:
In Telecommunications Policy September 2023 47(8)
Autor:
Phan, Van-Phuc1 (AUTHOR) pvphuc@ctu.edu.vn
Publikováno v:
Applied Economics Letters. Nov2024, p1-5. 5p. 3 Charts.
Publikováno v:
Architecture and Engineering, Vol 3, Iss 3, Pp 29-41 (2018)
The article is devoted to practical calculation of strength of flexible members made on the basis of non-linear deformation model taking into account experimental diagrams of materials deformation. The relative deformations are determined in the prop
Externí odkaz:
https://doaj.org/article/40a5655f835c4182893e0124a9ab136f
Publikováno v:
Multi-Hazard Vulnerability and Resilience Building ISBN: 9780323956826
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d905850e90b1df3e2189d9573a8b2826
https://doi.org/10.1016/b978-0-323-95682-6.00005-x
https://doi.org/10.1016/b978-0-323-95682-6.00005-x
Autor:
Md Anwarul Abedin, Iftekhar Ahmed, Suhail Ahmed, Furqan Ali, Prabin Bajracharya, Ngo Thuy Bao Tran, Nonthakarn Benjachat, Shameem Hassan Bhuiyan, Bosco Bwambale, Amrita Dhiman, Ganesh Dhungana, Raj Kumar Dhungana, Nguyen Thi Dieu-Thuy, Romi Ghimire, Jagdish Godihal, Pradeep K. Goyal, Tiara Handayani, Syed Farrukh Hassan, Yaman Hooda, Md Hosenuzzaman, Hamza Islam, Sirajul Islam, J.M.C.K. Jayawardana, Manoj Kumar Kini, Anil Kumar, A.D.T.N. Kumarasiri, Geetanjali Kumari, Bevaola Kusumasari, Harold A.M.P. Lim, Carmelita R.E.U. Liwag, Ernie M. Lopez, C.L. Mahesh Kumar, Djati Mardiatno, Kanuka Mareddy, Shaker M. Mayo, Ashutosh Mohanty, Anirban Mukhopadhyay, Nurun Nahar, Pham Ngoc-Minh, Duy-Duan Nguyen, Tien-Hong Nguyen, Erick Oinde, Indrajit Pal, Vishwaajith Pemmasani, Jose F. Peralta, Farida Perveen, Van-Tien Phan, Pham Xuan Phu, Kittinut Pimpakhun, Lies Rahayu WF, Tabassam Raza, Thess Khaz S. Raza, Aloysius Rego, Joyashree Roy, Balendra Sah, Satya Venkata Sai Aditya Bharadwaz Ganni, Golam Mahabub Sarwar, Rajib Shaw, Darshini Shekhar, K.G. Shwetha, Vivek Kumar Singh, K.V.L. Subramaniam, Denni Susanto, Husnain Tansar, Cao Thi-Hao, Ngoc-Long Tran, Neshma Tuladhar, E.P.N. Udayakumara, Phan Van-Phuc, Jayaprakash Vemuri, Amrita Vinod, Trong-Cuong Vo, Xuan-Hung Vu
Publikováno v:
Multi-Hazard Vulnerability and Resilience Building ISBN: 9780323956826
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2725a3bbc0f5e4d10e00236c96089b3
https://doi.org/10.1016/b978-0-323-95682-6.01002-0
https://doi.org/10.1016/b978-0-323-95682-6.01002-0
Publikováno v:
Architecture and Engineering, Vol 6, Iss 2, Pp 37-44 (2021)
Introduction: Climate change (temperature rise and sea level rise) has a considerable influence on the behavior of concrete structures over time. All concrete degradation processes are connected to climate variables and the effects of climate change.
Autor:
Phan Van-Phuc
Publikováno v:
Resilient Infrastructure ISBN: 9789811669774
This study presents the numerical method in determining the structural strength of reinforced concrete (RC) deep beams using ANSYS, a commercial finite element analysis software. An investigated RC deep beam with a cross-section of 10 × 30 cm and a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3294748b2da9e5e908f2269addafb40c
https://doi.org/10.1007/978-981-16-6978-1_20
https://doi.org/10.1007/978-981-16-6978-1_20
Autor:
Phan, Van Phuc
Publikováno v:
Circular Economy and Sustainability; 20230101, Issue: Preprints p1-12, 12p
Publikováno v:
Architecture and Engineering, Vol 3, Iss 3, Pp 29-41 (2018)
The article is devoted to practical calculation of strength of flexible members made on the basis of non-linear deformation model taking into account experimental diagrams of materials deformation. The relative deformations are determined in the prop