Civil Engineering Association

Predicting the In-plane Capacity of Masonry Infilled Frames

Stiffness methods from eighteen sources were investigated. Strength methods from thirteen sources were also investigated. The stiffness equations were compared to the experimental data at the first crack load. The strength equations were compared to the experimental results at the first crack load and the reported ultimate load. The results of these comparisons were used as a starting point for the development of better equations for determining the stiffness and strength of masonry infilled frames.

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Dear members,

may someone please reupload this publication.

Your help would be very much appreciated.

Best regards,
Grunf

Dear members,

please if anyone has mentioned dissertation to share with others on the forum, it will help us a lot, thanks! Wink

Cheers!
Marin

hich

Grunf

ibmarin