Zobrazeno 1 - 10
of 88
pro vyhledávání: '"Mohammed H. Baluch"'
Publikováno v:
Innovative Infrastructure Solutions. 8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d115b678af1355bd871d58af782ff409
https://doi.org/10.1007/s41062-022-00976-9
https://doi.org/10.1007/s41062-022-00976-9
Publikováno v:
Journal of Performance of Constructed Facilities. 34
Concrete water tanks have a stringent serviceability requirement in terms of limiting crack widths. Excessive cracks or cracks running across the full depth of these tanks could result in l...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::56d0e6dfa3f82eed4e412efab1f08bc0
https://doi.org/10.1061/(asce)cf.1943-5509.0001356
https://doi.org/10.1061/(asce)cf.1943-5509.0001356
Publikováno v:
Structural Concrete. 20:808-822
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cabfb90e892cad6b22e415aa644a60c
https://doi.org/10.1002/suco.201800144
https://doi.org/10.1002/suco.201800144
Autor:
Madyan A. Al-Shugaa, Ali H. Al-Gadhib, Mohammed H. Baluch, Ahmed A. Sadoon, Muhammad Kalimur Rahman, Mohammed A. Al-Osta
Publikováno v:
Structural Concrete. 20:236-251
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3396e9af2d411af7d910957550fd2c42
https://doi.org/10.1002/suco.201700261
https://doi.org/10.1002/suco.201700261
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-20 (2018)
The focus of this paper is to investigate the effect of column axial load levels on the performance of shear deficient reinforced concrete beam column joints (BCJs) under monotonic and cyclic loading. The problem of interaction between shear stress i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2867f189a7a307f6f72af46b795e7bc2
http://link.springer.com/article/10.1186/s40069-018-0277-0
http://link.springer.com/article/10.1186/s40069-018-0277-0
Autor:
Mohammed H. Baluch, Islam S. AbouHamdah, Muhammad Kalimur Rahman, Ahmed Ibrahim, Mohammed A. Al-Osta
Publikováno v:
Structural Concrete. 19:1157-1173
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b6c9b73b21249449e7db1bbe5cd586d
https://doi.org/10.1002/suco.201700163
https://doi.org/10.1002/suco.201700163
Publikováno v:
Arabian Journal for Science and Engineering. 42:4201-4220
In this paper, the lateral response of unreinforced masonry walls (URM) subjected to different levels of axial load is studied numerically and experimentally. The walls in general are noted to exhibit increasing levels of lateral strength when the ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f22c4b2ced3dd428c9ff6b901a4efca
https://doi.org/10.1007/s13369-017-2626-8
https://doi.org/10.1007/s13369-017-2626-8
Publikováno v:
Arabian Journal for Science and Engineering. 42:3907-3921
A new FEM-based numerical model is proposed for simulating the evolution of formwork pressure exerted by fresh self-compacting concrete (SCC). The proposed model considers SCC as an isotropic linear elastic homogeneous material confined in a rigid bo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ba3393a514df810b969bc924383d083
https://doi.org/10.1007/s13369-017-2509-z
https://doi.org/10.1007/s13369-017-2509-z
Publikováno v:
Steel and Composite Structures. 21:1307-1325
Nonlinear behavior of two-span, continuous composite steel-concrete girders strengthened with Carbon Fiber Reinforced Polymers (CFRP) bonded to the top of concrete slab over the negative moment region was evaluated using a non-linear Finite Element (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23a9597e819ccd0b93b3565ff55f2186
https://doi.org/10.12989/scs.2016.21.6.1307
https://doi.org/10.12989/scs.2016.21.6.1307
Publikováno v:
Magazine of Concrete Research. 68:647-663
Evolution of heat due to an exothermic reaction between cementitious materials and water plays a significant role in the temperature rise in mass concrete at an early age. The temperature gradient between the core of mass concrete and its surfaces le
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb32a9f8a2c6411ee195d52e4b2e7ccb
https://doi.org/10.1680/jmacr.15.00044
https://doi.org/10.1680/jmacr.15.00044