Stress-Based Topology Optimization of Steel-Frame Structures Using Members with Standard Cross Sections: Gradient-Based Approach-Reference-Cited by-同舟云学术

Stress-Based Topology Optimization of Steel-Frame Structures Using Members with Standard Cross Sections: Gradient-Based Approach

Published:2017-08 Issue:8 Volume:143 Page:04017078
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Changizi Navid¹,Jalalpour Mehdi²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Cleveland State Univ., 2121 N. Euclid Ave., Cleveland, OH 44115-2214.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Cleveland State Univ., 2121 N. Euclid Ave., Cleveland, OH 44115-2214 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001807

Reference42 articles.

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2. Truss topology optimization with discrete design variables—Guaranteed global optimality and benchmark examples

3. AISC (American Institute of Steel Construction). (2015). “Steel construction manual shapes database.” ⟨https://www.aisc.org/globalassets/product-files-not-searched/manuals/aiscshapesdatabasev14_1-current.zip⟩ (Feb. 12 2017).

4. Advancing concrete strength prediction using non-destructive testing: Development and verification of a generalizable model

5. Integrated Discrete/Continuum Topology Optimization Framework for Stiffness or Global Stability of High-Rise Buildings

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