Zobrazeno 41 - 50
of 242
pro vyhledávání: '"Ali Kheyroddin"'
Autor:
Mahdiye Maddahi, Ali Kheyroddin
Publikováno v:
Journal of Structural and Construction Engineering, Vol 3, Iss 2, Pp 73-85 (2016)
The progressive collapse of the structure refers to the development of an initial local damage. After local damage, failure extends in the structure and structural failure occurs. In progressive collapse, the element that has the greatest potential i
Externí odkaz:
https://doaj.org/article/22f6d343653e483193d5d2ce95fb29aa
Publikováno v:
Decision Science Letters, Vol 5, Iss 3, Pp 395-406 (2016)
As construction projects are becoming more deployed and more complicated at the same time, having an instrument for anticipation of success has become a primary requirement for every stakeholder. On this basis, several models have been introduced whi
Externí odkaz:
https://doaj.org/article/6a8be18e66fb442f879c21e825f871fc
Publikováno v:
Инженерно-строительный журнал, Vol 97, Iss 5, Pp 9707-9707 (2020)
Many factors affect tall buildings under the influence of earthquake forces. According to the conducted studies, more tensions have been observed in the end wings of shear walls. The end shear wall is used to reduce tensions and to improve the perfor
Externí odkaz:
https://doaj.org/article/48dc232f99f24c118a2c7973b8094236
Autor:
Ali Kheyroddin, Robabeh Omrani
Publikováno v:
Journal of Structural and Construction Engineering, Vol 3, Iss 1, Pp 84-98 (2016)
Lateral displacement is one of the most important factors in the design of tall buildings. Different structural resistance systems proposed for resistance of gravity and lateral loads. One of the appropriate models in tall building design is structur
Externí odkaz:
https://doaj.org/article/c4842e87b3bb450596bd47308e82a86b
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 3, Iss 2, Pp 30-44 (2015)
This study presents the results of an experimental program to investigate the effectiveness of an innovative combined FRP technique using combination of externally bonded (EB) FRP fabrics and near surface mounted (NSM) FRP rods for flexural strengthe
Externí odkaz:
https://doaj.org/article/ddd65a4c52d04ab0bac9a8a1b979e667
Publikováno v:
Journal of Structural and Construction Engineering, Vol 2, Iss 1, Pp 19-33 (2015)
Tall buildings with Cor wall are growing in the structural industry. Generally, occurring one plastic hinge in the base of the structure is acceptable. In this research,20, 30 and 40 story buildings are designed according to the practice and response
Externí odkaz:
https://doaj.org/article/81813b84135947b2943ddc7da88dafa3
Publikováno v:
مجله مدل سازی در مهندسی, Vol 12, Iss 39, Pp 1-11 (2015)
In recent years, damage detection and structural health monitoring methods for civil and mechanical structures, have been developed in different fields. Structural health monitoring is the implementation of a damage identification strategy to the civ
Externí odkaz:
https://doaj.org/article/7adabaa4890b4f0eb0d2cc2d27f89048
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 2, Iss 2, Pp 63-74 (2014)
In the present study, the effect of core on shear lag phenomenon in tubular structures is investigated. Three different tubular structure models including model without core, model with central core and model with central core but eliminated in last
Externí odkaz:
https://doaj.org/article/fb450be292a6463b8f615e627a5fed5c
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 2, Iss 1, Pp 106-113 (2014)
This paper presents a new model for predicting the compressive strength of steel-confined concrete on circular concrete filled steel tube (CCFST) stub columns under axial loading condition based on Artificial Neural Networks (ANNs) by using a large w
Externí odkaz:
https://doaj.org/article/faf5664429b54e069b0d31c81fe8bcbc
Publikováno v:
International Journal of Engineering and Technology Innovation, Vol 6, Iss 4 (2016)
In the latest three decades, the steel plate shear walls (SPSW) system has emerged as a promising lateral load resisting system for both construction new buildings and retrofit of existing buildings. This system has acceptable stiffness for control o
Externí odkaz:
https://doaj.org/article/65ba7091238e4c57851ee04426dd89e9