Combined (static and dynamic) analysis of binary code

A New Disassembly Approach for Binary Code Using Dynamic Multiple-Path Exploration and Static Disassembly

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.577.852 ◽

2014 ◽

Vol 577 ◽

pp. 852-855

Author(s):

Jing Qiu ◽

Xiao Hong Su ◽

Pei Jun Ma

Keyword(s):

Dynamic Analysis ◽

High Precision ◽

Binary Code ◽

The State ◽

New Approach ◽

Multiple Path ◽

Code Coverage ◽

Static And Dynamic Analysis ◽

State Of Art

We present a new approach for disassembling executables with self-modifying code. Self-modifying code is very common in malware. Conventional static or dynamic approaches cannot handle self-modifying code very well. We combine static and dynamic analysis to fight against self-modifying code with the multiple-path exploration technique. The evaluation results indicate that our approach works well in disassembling executables with self-modifying code with high precision and code coverage compared with the state-of-art disassembler.

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Static and dynamic analysis of homogeneous Micropolar-Cosserat panels

Mechanics of Advanced Materials and Structures ◽

10.1080/15376494.2021.1877377 ◽

2021 ◽

pp. 1-53

Author(s):

S. K. Singh ◽

A. Banerjee ◽

R. K. Varma ◽

S. Adhikari ◽

S. Das

Keyword(s):

Dynamic Analysis ◽

Static And Dynamic Analysis

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A two-step, two-field hybrid method for the static and dynamic analysis of substructure problems with conforming and non-conforming interfaces

Computer Methods in Applied Mechanics and Engineering ◽

10.1016/s0045-7825(97)00128-x ◽

1998 ◽

Vol 154 (3-4) ◽

pp. 229-264 ◽

Cited By ~ 25

Author(s):

Daniel Rixen ◽

Charbel Farhat ◽

Michel Géradin

Keyword(s):

Dynamic Analysis ◽

Hybrid Method ◽

Static And Dynamic Analysis

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A New Approach to the Rigid Finite Element Method in Modeling Spatial Slender Systems

International Journal of Structural Stability and Dynamics ◽

10.1142/s0219455418500177 ◽

2018 ◽

Vol 18 (02) ◽

pp. 1850017 ◽

Cited By ~ 6

Author(s):

Iwona Adamiec-Wójcik ◽

Łukasz Drąg ◽

Stanisław Wojciech

Keyword(s):

Finite Element Method ◽

Finite Element ◽

Dynamic Analysis ◽

Equations Of Motion ◽

Nonlinear Dynamic Analysis ◽

New Approach ◽

Static And Dynamic Analysis ◽

Rigid Finite Element Method ◽

Longitudinal Flexibility ◽

Element Method

The static and dynamic analysis of slender systems, which in this paper comprise lines and flexible links of manipulators, requires large deformations to be taken into consideration. This paper presents a modification of the rigid finite element method which enables modeling of such systems to include bending, torsional and longitudinal flexibility. In the formulation used, the elements into which the link is divided have seven DOFs. These describe the position of a chosen point, the extension of the element, and its orientation by means of the Euler angles Z[Formula: see text]Y[Formula: see text]X[Formula: see text]. Elements are connected by means of geometrical constraint equations. A compact algorithm for formulating and integrating the equations of motion is given. Models and programs are verified by comparing the results to those obtained by analytical solution and those from the finite element method. Finally, they are used to solve a benchmark problem encountered in nonlinear dynamic analysis of multibody systems.

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