STAGGERED VIERENDEEL COMPARING ANALYSIS BETWEEN SEISMIC AND WIND LOADS | ||||
| Journal of Al-Azhar University Engineering Sector | ||||
| Article 23, Volume 12, Issue 43, April 2017, Page 458-478 PDF (1.28 MB) | ||||
| DOI: 10.21608/auej.2017.19249 | ||||
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| Authors | ||||
| Mostafa Kotb1; Ayman Summra2; Waleed Abd El Majeed3 | ||||
| 1Structural Engineering Department, Vice Dean, Faculty of Eng., Azhar University, Egypt | ||||
| 2Structural Engineering Department, Faculty of Eng., Azhar University, Egypt | ||||
| 3Structural Engineer, Azhar University, Egypt, M.Sc. Candidate | ||||
| Abstract | ||||
| Tall Buildings are affected by lateral loads from seismic & wind loads . the staggered vierendeel frame can sustain Lateral loads efficiently through the action of the entire frame. This system transfers lateral loads to columns as shear and transfer lateral load to foundation through bending. The over turning moment that affect the whole structure is resisted by the tension and compression couple between the columns. This paper presents the study of 54 types of reinforced concrete staggered Vierendeel frame using UBC 97 [6] to analyze the prototype staggered Vierendeel frame. Then, The analysis results used to compare the economy of the prototypes with each other, and study effect of seismic comparing with wind loads . ETABS nonlinear V 9.7 used to analyze each prototype. Then this paper presents the results of analysis that used to assess straining actions of structures. | ||||
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