4.5 Article

Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading

Related references

Note: Only part of the references are listed.
Article Mechanics

Minimum thickness of elliptical masonry arches

Haris Alexakis et al.

ACTA MECHANICA (2013)

Article Engineering, Civil

Planar rocking response and stability analysis of an array of free-standing columns capped with a freely supported rigid beam

Nicos Makris et al.

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS (2013)

Article Architecture

Structural Stability and Bearing Capacity Analysis of the Tunnel-Entrance to the Stadium of Ancient Nemea

Haris Alexakis et al.

INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE (2013)

Article Mechanics

Sizing the slenderness of free-standing rocking columns to withstand earthquake shaking

Nicos Makris et al.

ARCHIVE OF APPLIED MECHANICS (2012)

Article Engineering, Civil

Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking

Dimitrios Konstantinidis et al.

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS (2009)

Article Engineering, Civil

Rocking Stability of Masonry Arches in Seismic Regions

Matthew J. DeJong et al.

EARTHQUAKE SPECTRA (2008)

Article Engineering, Civil

Failure of masonry arches under impulse base motion

Laura De Lorenzis et al.

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS (2007)

Article Engineering, Civil

A simplified procedure for assessing the seismic capacity of masonry arches

A De Luca et al.

ENGINEERING STRUCTURES (2004)

Article Engineering, Civil

Numerical prediction of the earthquake response of classical columns using the distinct element method

C Papantonopoulos et al.

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS (2002)