Computational Technology Resources - CCP

H.P. Mouzakis*, M. Papadrakakis# and A.S. Alevridis*

*Laboratory for Earthquake Engineering, #Institute of Structural Analysis and Seismic Research
National Technical University of Athens, Athens, Greece

doi:10.4203/ccp.51.2.1

purchase the full-text of this paper

H.P. Mouzakis, M. Papadrakakis, A.S. Alevridis, "Three Dimensional Non-Linear Analysis of Building Pounding During Earthquakes", in G. Thierauf, (Editor), "Engineering Structures under Earthquake Loading", Civil-Comp Press, Edinburgh, UK, pp 43-48, 1997. doi:10.4203/ccp.51.2.1

Abstract

The three dimensional pounding phenomenon of two adjacent buildings during earthquakes with aligned and non aligned rigid horizontal diaphragms is investigated for linear and non linear structural response. The developed formulation takes into account the dynamic contact condition for the velocities and accelerations in three dimensions. The contact points are determined geometrically from the displacements of the diaphragms' centre of mass. The results of the proposed formulation are compared with those based on the Lagrange multipliers approach.

Test results are performed for two adjacent buildings with five storeys subjected to real earthquake motions, with elastic and inelastic structural response.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £25 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 51 ENGINEERING STRUCTURES UNDER EARTHQUAKE LOADING Edited by: G. Thierauf Paper II.1 Three Dimensional Non-Linear Analysis of Building Pounding During Earthquakes H.P. Mouzakis, M. Papadrakakis# and A.S. Alevridis *Laboratory for Earthquake Engineering, #Institute of Structural Analysis and Seismic Research National Technical University of Athens, Athens, Greece doi:10.4203/ccp.51.2.1 purchase the full-text of this paper Full Bibliographic Reference for this paper H.P. Mouzakis, M. Papadrakakis, A.S. Alevridis, "Three Dimensional Non-Linear Analysis of Building Pounding During Earthquakes", in G. Thierauf, (Editor), "Engineering Structures under Earthquake Loading", Civil-Comp Press, Edinburgh, UK, pp 43-48, 1997. doi:10.4203/ccp.51.2.1 Abstract The three dimensional pounding phenomenon of two adjacent buildings during earthquakes with aligned and non aligned rigid horizontal diaphragms is investigated for linear and non linear structural response. The developed formulation takes into account the dynamic contact condition for the velocities and accelerations in three dimensions. The contact points are determined geometrically from the displacements of the diaphragms' centre of mass. The results of the proposed formulation are compared with those based on the Lagrange multipliers approach. Test results are performed for two adjacent buildings with five storeys subjected to real earthquake motions, with elastic and inelastic structural response. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £25 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions