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

ISSN： 0939-1533

Source： Archive of Applied Mechanics, Vol.84, Iss.5, 2014-05, pp. : 757-772

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

Related content

Nonlinear dynamic analysis of circular plates with varying thickness

By Nerantzaki Maria Katsikadelis John

Archive of Applied Mechanics, Vol. 77, Iss. 6, 2007-06 ,pp. : 381-391

Springer Publishing Company

Access to resources Recommend Favorite

Experimental Study of Partially Masonry Infilled Reinforced Concrete Frame under Lateral Loading

Advanced Engineering Forum, Vol. 2017, Iss. 21, 2017-04 ,pp. : 22-32

Trans Tech Publications

Access to resources Recommend Favorite

Equilibrium thickness of a biofilm

By Pyl’nik S. Dueck J. Min’kov L.

Theoretical Foundations of Chemical Engineering, Vol. 41, Iss. 4, 2007-08 ,pp. : 430-435

MAIK Nauka/Interperiodica

Access to resources Recommend Favorite

Optimal shakedown loading for circular plates

By Atkočiunas J. Jarmolajeva E. Merkevičiutė D.

Structural and Multidisciplinary Optimization, Vol. 27, Iss. 3, 2004-05 ,pp. : 178-188

Springer Publishing Company

Access to resources Recommend Favorite

A MEMS inertial switch with a single circular mass for universal sensitivity

By Cao Yun Yu Pingxin Wang Jiong Nie Weirong Xi Zhanwen

Journal of Micromechanics and Microengineering, Vol. 25, Iss. 10, 2015-10 ,pp. : 105005-105015

IOP Publishing

Access to resources Recommend Favorite