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Untitled
The Institute of Theoretical and Applied Mechanics
8
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on USB, paper 650009_1.pdf.:
PDF
The scour prediction of non-contact trencher with numerical method
Yuan, Qingqing
;
Raees, Ammarah
non-contact trencher, multiphase flow, scour prediction
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2.
Original version of the author's contribution as presented on CD, page 1348, code TS.FM13-2.04 .:
PDF
An efficient adaptive rescaling scheme for computing Hele-Shaw problems
Zhao, Meng
In this paper, we present an efficient rescaling scheme for computing moving interface problems. The idea is to design an adaptive time—space mapping such that in the [...]
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3.
Original version of the author's contribution as presented on CD, page 1994, code PO.SM04-1.26.240 .:
PDF
Standardized compliance matrices for general anisotropic materials
Zhao, Jia-Min
The compliance matrix for a general anisotropic material is usually expressed in an arbitrarily chosen coordinate system, which brings some confusion or inconvenience in [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 14-0293.:
PDF
High-Order Lumped-Parameter Model for Foundation Based on Continued Fraction
Zhao, Mi
;
Du, Xiuli
A new high-order lumped-parameter model (LPM) for foundation vibrations is proposed in this paper. Instead of partial fraction expansion used widely, the continued-fracti [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 14-0291.:
PDF
Stability and Identification for Continuous-Time Rational Approximation of Foundation Frequency Response
Zhao, Mi
;
Zhao, Jianfeng
Continuous-time rational approximation (CRA) of foundation frequency response is the first step of a systematic procedure for constructing various high-order lumped-param [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0060.:
PDF
Fragility of Older-Vintage Continuous California Bridges to Liquefaction and Lateral Spreading
Kashighandi, Pirooz
;
Zhao, Minxing
Static pushover analyses are utilized to evaluate the vulnerability of typical older-vintage California bridges with continuous superstructures and monolithic abutments t [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 14-0292.:
PDF
Stability and Identification for Continuous-Time Rational Approximation of Foundation Frequency Response
Du, Xiuli
;
Jiang, Liping
Discrete-time rational approximation (DRA) of foundation frequency response is the first step of a systematic procedure for constructing various time-domain recursive eva [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 5590.:
PDF
Explicit Finite Element Artificial Boundary Scheme for Seismic Soil-Structure Interaction Analysis
Zhao, M.
;
Liu, J.
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See also: similar author names
1
Zhao, Meng
3
Zhao, Mi
1
Zhao, Min
1
Zhao, Minxing
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