Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses

Publisher： Trans Tech Publications

E-ISSN： 1662-9795|2017|747|488-495

ISSN： 1013-9826

Source： Key Engineering Materials, Vol.2017, Iss.747, 2017-08, pp. : 488-495

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Numerical Investigation on the Residual Behaviour of Masonry Walls Damaged by Fire Exposure

By  

Key Engineering Materials, Vol. 2014, Iss. 624, 2014-10 ,pp. : 230-237

Trans Tech Publications

Access to resources Recommend Favorite

Experimental and Numerical Investigations on the Behaviour of Masonry Walls Reinforced with an Innovative Sisal FRCM System

By  

Key Engineering Materials, Vol. 2017, Iss. 747, 2017-08 ,pp. : 190-195

Trans Tech Publications

Access to resources Recommend Favorite

Seismic Strength of Reinforced Multi-Storey Masonry Walls

By  

Key Engineering Materials, Vol. 2014, Iss. 624, 2014-10 ,pp. : 19-26

Trans Tech Publications

Access to resources Recommend Favorite

Resistance of Reinforced Concrete Frames with Masonry Infill Walls to In-Plane Vertical Loading

By  

Key Engineering Materials, Vol. 2016, Iss. 711, 2016-10 ,pp. : 982-988

Trans Tech Publications

Access to resources Recommend Favorite

Numerical Evaluation of Mechanical Parameters Role in GFRP Strengthened Cobblestone Masonry Walls

By  

Key Engineering Materials, Vol. 2017, Iss. 747, 2017-08 ,pp. : 504-511

Trans Tech Publications

Access to resources Recommend Favorite