Zobrazeno 1 - 10
of 742
pro vyhledávání: '"Shear and moment diagram"'
Autor:
Qingjie Zhang, Markus Schäfer
Publikováno v:
ce/papers. 4:685-690
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e17e89cebc70cce0f7e7805c53219483
https://doi.org/10.1002/cepa.1349
https://doi.org/10.1002/cepa.1349
Publikováno v:
Ain Shams Engineering Journal, Vol 12, Iss 2, Pp 2321-2329 (2021)
Sustainable Development Goals have become a key factor in the design in the twenty-first century. The relationship between the architectural and structural systems is becoming a matter of relevance for sustainable design. The search for minimum mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2feb135bef5db0d5470f51da9cf53272
http://www.sciencedirect.com/science/article/pii/S2090447920302239
http://www.sciencedirect.com/science/article/pii/S2090447920302239
Autor:
Maria Rashidi, Ehsan Sorooshnia
Publikováno v:
Civil Engineering and Architecture. 8:557-570
There are numerous nature-inspired curves representing certain structural behaviour being utilised in form-finding process by some famous architects. By closely scrutinising these forms, some interrelated morphological analogies between different str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c300685e81ff6106d198b3e0f3855e4f
https://doi.org/10.13189/cea.2020.080420
https://doi.org/10.13189/cea.2020.080420
Publikováno v:
International Journal of Steel Structures. 20:1482-1497
Due to the sharp change of the lateral load moment diagram in deep beams, the commonly proposed rigid connections may be incapable of proper transferring the plastic region away from the connection face into the beam. That is why prequalified connect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ee091b64d64a7eeb5e9dae576ed084e
https://doi.org/10.1007/s13296-020-00381-x
https://doi.org/10.1007/s13296-020-00381-x
Autor:
Alexander Potapov
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 15, Iss 3 (2019)
We proposed a method for calculating statical indeterminacy frames taking into account plastic deformations, which is based on the use of a schematized diagram of material with hardening. Two types of standard beams with supports are used during th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c71f081062ccc19f4b158ec6037064e
https://doi.org/10.22337/2587-9618-2019-15-3-120-130
https://doi.org/10.22337/2587-9618-2019-15-3-120-130
Publikováno v:
Journal of Constructional Steel Research. 157:347-358
Buckling resistance predictions resulting from flexural and flexural–torsional buckling of double tee section members subjected to compression and bending are considered. A novel analytical model is developed for establishing design criteria based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6604be859a6e2ae48fd43750ce4f0b5
https://doi.org/10.1016/j.jcsr.2019.03.002
https://doi.org/10.1016/j.jcsr.2019.03.002
Autor:
Stephen Boedo
Publikováno v:
International Journal of Mechanical Engineering Education. 48:351-370
This paper provides clarification and extension of singularity functions for the construction of shear–moment diagrams in beams and the subsequent determination of beam deflections. The mathematical formulation for impulse, polynomial, and general-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc20d3b88a375713d7017155e35d1c94
https://doi.org/10.1177/0306419019829437
https://doi.org/10.1177/0306419019829437
Autor:
Sajjad Baygi, Amin Khazaee
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 100:753-761
In this paper, the optimum number of outriggers in a structure for minimizing top story displacement under lateral loads is investigated. To do so, the base moment and top story displacement are formulated. Then, a MATLAB code is employed to find the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::353c096ed2fbfb417bdc59ed5d8effe5
https://doi.org/10.1007/s40030-019-00379-7
https://doi.org/10.1007/s40030-019-00379-7
Autor:
Buen Sian
Publikováno v:
Jurnal Teknik Sipil. 8:33-46
Lendutan pada struktur sering kali disebabkan oleh gaya dalam seperti momen lentur, gaya geser, atau gaya normal. Pada umumnya metode untuk menentukan lendutan balok hanya mempertimbangkan lendutan yang diakibatkan oleh momen lentur saja. Lendutan ak
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::906142a8e5ebe47b1d24c7d15404e4c5
https://doi.org/10.28932/jts.v8i1.1354
https://doi.org/10.28932/jts.v8i1.1354
Publikováno v:
Journal of Constructional Steel Research. 152:274-283
This research work presents a parametric numerical study on the resistance at elevated temperatures of stainless steel members, subjected to combined bending and axial compression. Previous studies have shown the need for the development of further r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8456f05e8a79664943fc85678a649847
https://doi.org/10.1016/j.jcsr.2018.04.018
https://doi.org/10.1016/j.jcsr.2018.04.018