شماره 1 تاریخ انتشار 2013-06-01

• Analytical Solution for a Two-Layer Transversely Isotropic Half-Space Affected by an Arbitrary Shape Dynamic Surface Load
• Response Modification Factor of Coupled Steel Shear Walls
• Determination of Stability Domains for Nonlinear Dynamical Systems Using the Weighted Residuals Method
• Strategic Planning for the National Bridge Stock of Iran
• An Enhanced HL-RF Method for the Computation of Structural Failure Probability Based On Relaxed Approach
• The Effect of Easy-Going Steel on KBF's Seismic Behavior
• Improved Estimates of Kinematic Wave Parameters for Circular Channels