scholarly journals NON-LINEAR FEM ANALYSIS FOR RC SHEAR WALLS WITH MULTI-OPENINGS

2009 ◽  
Vol 74 (639) ◽  
pp. 915-923
Author(s):  
Masato SAKURAI ◽  
Tomoya MATSUI ◽  
Hiroshi KURAMOTO
Keyword(s):  
Shear Walls ◽  
Fem Analysis ◽  
Non Linear

Non-linear analysis models for Composite Plate Shear Walls-Concrete Filled (C-PSW/CF)

2021 ◽  
Vol 184 ◽  
pp. 106803
Author(s):  
Emre Kizilarslan ◽  
Morgan Broberg ◽  
Soheil Shafaei ◽  
Amit H. Varma ◽  
Michel Bruneau
Keyword(s):  
Composite Plate ◽  
Shear Walls ◽  
Linear Analysis ◽  
Non Linear ◽  
Analysis Models

Non-Linear Behavior of Steel Plate Shear Walls

2009 ◽  
Author(s):  
M. Elgaaly ◽  
Y. Liu ◽  
V. Caccese ◽  
C. Du ◽  
R. Chen ◽  
...  
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls ◽  
Linear Behavior ◽  
Non Linear

Design and FEM analysis of pentagonal photonic crystal fiber for highly non-linear applications

2020 ◽  
Vol 52 (10) ◽  
Author(s):  
Raisa Mamtaz ◽  
Kawsar Ahmed ◽  
Bikash Kumar Paul ◽  
Md. Aslam Mollah ◽  
Mst. Nargis Aktar ◽  
...  
Keyword(s):  
Photonic Crystal ◽  
Photonic Crystal Fiber ◽  
Fem Analysis ◽  
Crystal Fiber ◽  
Non Linear

Damage-Involved Response of Two Colliding Buildings under Non-Uniform Earthquake Loading

2013 ◽  
Vol 577-578 ◽  
pp. 197-200
Author(s):  
Robert Jankowski
Keyword(s):  
Ground Motion ◽  
Seismic Wave ◽  
Damage Model ◽  
Fem Analysis ◽  
Stochastic Modelling ◽  
Earthquake Loading ◽  
Non Linear ◽  
San Fernando ◽  
The Difference ◽  
Ground Motion Records

Pounding between insufficiently separated buildings, which may result in considerable damage or may even lead to the total collapse of colliding structures, has been repeatedly observed during earthquakes. Earthquake-induced collisions of buildings has been intensively studied applying various structural models. It was assumed in the analyses, however, that the seismic excitation is identical for all structural supports; whereas, in the reality, the ground motion differs from place to place due to spatial seismic effects connected with propagation of the seismic wave. The aim of the present paper is to conduct a detailed non-linear damage-involved analysis of pounding between two structures under non-uniform earthquake loading. A case of pounding between the Olive View Hospital main building and one of its stairway towers, observed during the San Fernando earthquake of 1971, has been considered in the study. In the numerical FEM analysis, non-linear material properties have been simulated using stiffness degradation (due to damage under cyclic loading) model of concrete and elastoplastic damage model of reinforcing steel. A method of conditional stochastic modelling has been used to generate the input ground motion records. The results of the study indicate that the incorporation of the non-uniform ground motion excitation may lead to substantial change of pounding-involved response of the structures. The difference between the uniform and non-uniform responses has been found to be relatively large considering the fact that the variation in the simulated input ground motion records was rather small. This shows the importance of incorporation in the damage-involved numerical analysis the effects connected with propagation of the seismic wave.

Simulation of Crack Dynamic Characteristics of Rotor Based on FEM Analysis

2010 ◽  
Vol 139-141 ◽  
pp. 2677-2680
Author(s):  
Kang Yang ◽  
Yi Yang
Keyword(s):  
Dynamic Characteristics ◽  
Dynamic Equation ◽  
Fem Analysis ◽  
Simulation Method ◽  
Disk Center ◽  
Wave Crest ◽  
Cracked Rotor ◽  
Element Analysis ◽  
Stiffness Characteristic ◽  
Non Linear

A new simulation method is proposed for dynamic characteristics of cracked rotor based on the finite element analysis, in which the stiffness model has been derived for the exact description of variation rules of cracked shafts. A non-linear dynamic equation is constituted according to stiffness characteristic of cracked-rotor change in time domain. Then the corresponding dynamic equation of the cracked rotor based on FEM analysis is modeled and the numerical simulation is carried out with solutions of high accuracy. At last, the dynamic characteristics of cracked rotor in diverse conditions are analyzed, and the simulation results are compared. It is shown that the non-linear oil film bearing force coupling with periodicity variety stiffness of cracked rotor has a great effect on dynamic behavior of the rotor and that the cracked rotor can be diagnosed effectively by the criterion that the swing of disk center obviously accretes and the wave crest appears when rotation speed is a half critical speed of rotor shaft system.

Behaviour of coupled non-linear shear walls

1978 ◽  
Vol 5 (3) ◽  
pp. 367-373
Author(s):  
O. A. Pekau ◽  
Vladimir Gocevski
Keyword(s):  
Seismic Performance ◽  
Shear Walls ◽  
Lateral Load ◽  
Structural System ◽  
Preliminary Assessment ◽  
Total Height ◽  
Non Linear ◽  
Linear Shear

This paper describes an investigation of coupled non-linear shear walls subjected to lateral load increasing monotonically up to overall collapse. Overall collapse includes base hinges in walls as well as yielding of connecting elements over either all or some portion of the total height. Curves useful for preliminary assessment of potential seismic performance of a structural system are generated following a parametric scheme. Particular attention is focused on connecting beam as well as system ductility capacities required to achieve overall collapse.

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