Study on simplified calculation method for the vibration characters of frame-shear wall structures

DOI

10.2991/emeit.2012.159How to use a DOI?

Keywords

Method of solving the differential equation, method of substructure, vibration characters, frame- shear wall structures, stiffness matrix

Abstract

Two simplified methods are introduced in the paper, in which periods and mode shapes are obtained through solving the story lateral stiffness of frame- shear wall structures, the method of solving the differential equation and the method of substructure. On the basis of assumption for structure, the assembling strategy of mass matrix and stiffness matrix are discussed specially. The periods and mode shapes can be acquired through both methods and the results are compared and analyzed with PKPM and ANSYS. The computation programs are very convenient and can gain the periods and mode shapes quickly. The methods will create some degree of errors, but it is in the scope of acceptance. They are of great reference to structural designers and scientific researchers.

Copyright

© 2012, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Minshui Huang
AU  - Yueya Tu
AU  - Shishun Zhang
PY  - 2012/09
DA  - 2012/09
TI  - Study on simplified calculation method for the vibration characters of frame-shear wall structures
BT  - Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
PB  - Atlantis Press
SP  - 749
EP  - 754
SN  - 1951-6851
UR  - https://doi.org/10.2991/emeit.2012.159
DO  - 10.2991/emeit.2012.159
ID  - Huang2012/09
ER  -