Works matching DE "AMERICAN Institute of Steel Construction"
Results: 18
Design Rules for Steel-Concrete Composite Columns: 1971 to 2011.
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- Concrete International, 2012, v. 34, n. 4, p. 61
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Design Rules for Steel-Concrete Composite Columns: 1910 to 1963.
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- Concrete International, 2012, v. 34, n. 2, p. 41
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Assessing Vibrations.
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- Concrete International, 2008, v. 30, n. 10, p. 47
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The Language of Structural Engineering.
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- Journal of American Organbuilding, 2009, v. 24, n. 2, p. 32
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Optimum design of grillage structures to LRFD-AISC with teaching-learning based optimization.
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- Structural & Multidisciplinary Optimization, 2013, v. 48, n. 5, p. 955, doi. 10.1007/s00158-013-0936-3
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Web-based tutor for interactive design of single-span and continuous steel beams.
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- Computer Applications in Engineering Education, 2012, v. 20, n. 2, p. 383, doi. 10.1002/cae.20474
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On the Current AISC Approach to Stability Analysis and Design of Steel Structures.
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- Jordan Journal of Civil Engineering, 2017, v. 11, n. 4, p. 557
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ELASTIC DISTORTIONAL BUCKLING OF SINGLY SYMMETRIC I-SHAPED FLEXURAL MEMBERS WITH SLENDER WEBS.
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- International Journal of Structural Stability & Dynamics, 2012, v. 12, n. 2, p. 359, doi. 10.1142/S0219455412500071
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BEAM-COLUMN RESISTANCE OF STEEL MEMBERS:: A COMPARATIVE STUDY OF AISC LRFD AND EC3 APPROACHES.
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- International Journal of Structural Stability & Dynamics, 2011, v. 11, n. 2, p. 345, doi. 10.1142/S0219455411004129
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The business perspective: Cross border views.
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- Canada-United States Law Journal, 1991, v. 17, p. 43
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Euler teaches a class in structural steel design.
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- International Journal of Mathematical Education in Science & Technology, 2009, v. 40, n. 5, p. 677, doi. 10.1080/00207390902759634
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Reliability-Based Design Optimization of Trusses with Linked-Discrete Design Variables using the Improved Firefly Algorithm.
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- Engineering, Technology & Applied Science Research, 2016, v. 6, n. 2, p. 964, doi. 10.48084/etasr.675
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Seismic evaluation of reduced beam section frames considering connection flexibility.
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- Structural Design of Tall & Special Buildings, 2013, v. 22, n. 16, p. 1248, doi. 10.1002/tal.1003
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Optimal design of nonlinear large-scale suspendome using cascade optimization.
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- International Journal of Space Structures, 2018, v. 33, n. 1, p. 3, doi. 10.1177/0266351117736649
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Displacement Based Design Optimization of Steel Moment Frames.
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- Mehran University Research Journal of Engineering & Technology, 2018, v. 37, n. 3, p. 571, doi. 10.22581/muet1982.1803.11
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Design of Composite Columns: The American Approach.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2012, v. 37, n. 2, p. 381, doi. 10.1007/s13369-012-0180-y
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Influence of gusset plate connections and braces on the seismic performance of X-braced frames.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 4, p. 355, doi. 10.1002/eqe.1024
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SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES-EUROPEAN VERSUS AMERICAN PRACTICE.
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- NED University Journal of Research, 2012, p. 45
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