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× Derivation of Empirical Fragility Curves from Italian Damage Data Derivation of Empirical Fragility Curves from Italian Damage Data  5,00
 5,00
× A Method for Seismic Response Assessment of RC Frames Using Simplified Linear Approach Based on Response Factors A Method for Seismic Response Assessment of RC Frames Using Simplified Linear Approach Based on Response Factors  20,00
 20,00
× Influence of Clamping Stresses on the Shear Strength of Concrete Slabs under Uniform Loads Influence of Clamping Stresses on the Shear Strength of Concrete Slabs under Uniform Loads  5,00
 5,00

Cart totals

Subtotal  30,00
Total  30,00