Skip to main content
People
Isfahan University of Technology
Finding Contents or People
A practical methodology for optimum seismic design of RC frames for minimum damage and life-cycle cost
Life-Cycle Cost Analysis of Seismic Designed RC Frames Including Environmental and Social Costs
Life-Cycle Cost Analysis of Seismic Designed RC Frames Including Environmental and Social Costs
Effect of pounding on nonlinear seismic response of torsionally coupled steel structures resting on flexible soil
Neighbour Matrix for Optimal Seismic Design of RC Frames for Minimum Total Life-Cycle Cost
Supervisory adaptive nonlinear control for seismic alleviation of inelastic asymmetric buildings equipped with MR dampers
Seismic collapse assessment of deteriorating RC bridges under multiple hazards during their life-cycle
Seismic collapse assessment of deteriorating RC bridges under multiple hazards during their life-cycle
Seismic Response of Semi-sine Shaped Hill and Valley with Consideration of Dynamic Behaviour of Cohesionless Soils
NEIGHBOUR MATRIX FOR OPTIMAL SEISMIC DESIGN OF RC FRAMES FOR MINIMUM TOTAL LIFE-CYCLE COST
Topology optimization of planar frames under seismic loads induced by actual and artificial earthquake records
Assessment of Seismic Response of Multi-Span Box Girder Bridges Considering Soil-Structure Interaction
Fault-Rupture s Orientation Effects on Seismic Response of Medium-Rise RC Moment Frame Buildings
Seismic Performance of Dual Lateral Load Resistant Multi-story Buildings Using MPA Method
Seismic retrofitting of shear-deficient RC coupling beams with FRP composites through EBROG technique
Pagination
First page
« First
Previous page
‹‹
…
Page
119
Page
120
Page
121
Page
122
Page
123
Page
124
Page
125
Page
126
Page
127
…
Next page
››
Last page
Last »
تحت نظارت وف بومی