Volume 2, H – 43: Damage identification and non-linear failure analyses of ancient masonry structures in seismic areas: structural assessment of the Salares Tower
Author PINEDA, P.; SÁEZ, A. University of Seville, Department of Continuum Mechanics and Structural Analysis Abstract Ancient masonry buildings located in seismic areas present a significant challenge mainly in what […]
Volume 2, H – 32: Effect of steel reinforcement on shear strength of concrete masonry walls
Author OAN, A.; SHRIVE, N. Department of Civil Engineering, University of Calgary Abstract Steel is used as reinforcement in concrete masonry walls to improve resistance against both in- and out-of-plane […]
Volume 2, H – 26: Automatic design and analysis of confined masonry shear walls in seismic areas. Case studies
Author POPESCU, G.; POPESCU, R. IPCT STRUCTURI, Bucharest, Romania Abstract In the countries with a high seismic risk, like Romania, multi-storied masonry buildings are built with reinforced or confined shear […]
Volume 2, H – 17: Development of quakeproof reinforcement Methods for masonry wall
Author OTA, N. and SUGIYAMA, T. Railway Technical Research Institute, Disaster Prevention Technology Division, Japan OKADA, K. Department of Civil & Environmental Engineering, Kokushikan University, Japan YAMAMOTO, A. Technical Research […]
Volume 2, H – 16: Simplified formulae for the displacement capacity, energy dissipation and characteristic vibration period of brick masonry buildings
Author AHMAD, N. ROSE School, IUSS Pavia, Italy CROWLEY, H. EUCENTRE, Pavia, Italy PINHO, R. Department of Structural Mechanics, University of Pavia, Italy ALI, Q. Earthquake Engineering Center, NWFP University […]
Volume 2, H – 4: Improving Structural Seismic Response Using a Hybrid Viscous and Variable Friction Damping
Author RIBAKOV, Y. Ariel University Center of Samaria, Israel, Department of Civil Engineering Abstract Supplemental dampers are known as efficient devices for improving structural seismic response. Viscous, friction, yielding steel […]
Volume 2, G – 278: Studies on the load-carrying capacity of unreinforced masonry walls subjected to concentrated Loads
Author GUNKLER, E.; DASHKHUU, O. Hochschule Ostwestfalen-Lippe, Fachbereich Bauingenieurwesen Abstract For components subjected to concentrated loads it is assumed, that two-dimensional stresses are resulting in pressures higher than the one-dimensional […]
Volume 2, G – 277: Post-strengthening of in-plane-loaded masonry walls with FRPs
Author PFEIFFER, U. André Rotzetter + Partner AG, Consulting Engineers, Baar / Zug SEIM, W. University of Kassel, Department of Structural Engineering, Kassel Abstract Masonry structures which are in-plane-loaded under […]
Volume 2, G – 276: Bonding of FRPs on masonry surfaces
Author SEIM, W. University of Kassel, Department of Structural Engineering, Kassel PFEIFFER, U. André Rotzetter & Partner AG, Consulting Engineers, Baar/Zug Abstract Post-strengthening of masonry structures with fiber-reinforced polymers (FRP) […]
Volume 2, G – 273: Experimental study on the shear behavior of local clay bricks from Cikarang-Indonesia
Author BASOENONDO, E. A.; PURNOMO, H. Civil Engineering Department – Faculty of Engineering, University of Indonesia Abstract Clay brick has been used as a construction material for more than 5000 […]
Volume 2, G – 257: Flexural behaviour of FRP-reinforced concrete masonry beams
Author ENGINSAL, M. A.; GALAL, K. Department of Building, Civil and Environmental Engineering, Concordia University, Montréal, Québec, Canada Abstract An experimental and analytical study is conducted in order to investigate […]
Volume 2, G – 245: Innovation on masonry glued with on-site PU-adhesive
Author LU, S.; KASA, M.; HABIAN, E. Wienerberger AG, Austria Abstract An innovative kind of masonry construction has been developed by Wienerberger in order to use an especially developed Polyurethane-based […]