Mohammedsohaib Alama

Mohammedsohaib Alama
King Abdulaziz University · Department of Civil and Environmental Engineering

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2
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83
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Introduction
Skills and Expertise
Nonlinear Analysis
Structural Analysis
Earthquake Engineering
Finite Element Modeling
Building
Bridge Engineering
Modal Analysis
Analytical Modeling
Structural Dynamics
Soil Structure Interaction

Publications

Publications (2)
Fig. 1 Illustration of performance-based design  
Fig. 2 Performance point according to capacity spectrum method  
Table 2 Deformation limits for each performance levels (ATC-40)
Fig. 3 Performance point according to the displacement coefficient method  
+6 Fig. 4 Force-deformation curve  
Seismic Assessment of RC Building According to ATC 40, FEMA 356 and FEMA 440
Article
Full-text available
  • Nov 2014
Saudi Building Code (SBC 301) including seismic design regulation is recently developed and released for immediate implementation. The design procedures according to SBC-301 are generally based on elastic force-based analysis method. Seismic engineers are recently turning to nonlinear static analysis or pushover analysis which predicts directly the...
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Fig. 6. Pushover curve
Fig. 8. Capacity spectrum for IMRF according to SBC
Seismic Assessment of an RC Building Using Pushover Analysis
Article
Full-text available
  • Jun 2014
Current research works and observations indicated that parts of the Kingdom of Saudi Arabia have low to moderate seismic regions. Major parts of buildings were designed only for gravity load and were poorly detailed to accommodate lateral loads. This study aims to investigate building performance on resisting expected seismic loadings. Two 3D frame...
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