Experimental and numerical investigation of load bearing capacity of thinned end precast purlin beams and solution proposals

C Aksoylu, YO Özkılıç, Ş Yazman, L Gemi… - Teknik Dergi, 2021 - gcris.ktun.edu.tr
ÖZ Türkiye'de inşaat sektörü 1960'lı yılların sonu itibari ile beton prefabrikasyon ile
tanışmıştır. Prefabrike olarak üretilen yapılar seri üretimlerinin ve montajlarının hızlı …

[HTML][HTML] Impact of the reinforcement layout on the load capacity of reinforced concrete half-joints

P Desnerck, JM Lees, CT Morley - Engineering Structures, 2016 - Elsevier
A reinforced concrete half-joint beam has a complex geometry that includes both a locally
disturbed nib region and a full depth section. While this configuration simplifies the design …

A critical evaluation of topology optimization results for strut‐and‐tie modeling of reinforced concrete

Y Xia, M Langelaar… - Computer‐Aided Civil and …, 2020 - Wiley Online Library
Defining a suitable truss model is one of the most important steps of applying the strut‐and‐
tie modeling (STM) method to design D‐regions in reinforced concrete (RC) structures. The …

[图书][B] Automatic generation of truss models for the optimal design of reinforced concrete structures

MA Ali - 1997 - search.proquest.com
The truss model approach is evolving as one of the most useful design methods for shear
critical structures and for other disturbed regions in concrete structures. In practice, two …

[HTML][HTML] Strut-and-tie models for deteriorated reinforced concrete half-joints

P Desnerck, JM Lees, CT Morley - Engineering Structures, 2018 - Elsevier
A reinforced concrete half-joint bridge consists of suspended span dapped-end beams or a
full-width deck supported on the nibs of abutments or adjacent beams. The design of their …

Strength and serviceability design of reinforced concrete deep beams

D Birrcher, R Tuchscherer, M Huizinga, O Bayrak… - 2009 - trid.trb.org
An experimental study was conducted in which 37 reinforced concrete deep beam
specimens were tested. The specimens are some of the largest deep beams ever tested in …

Generation of strut-and-tie models by topology design using different material properties in tension and compression

M Victoria, OM Querin, P Martí - Structural and Multidisciplinary …, 2011 - Springer
Abstract The Strut-and-Tie Method is considered a basic tool for analysis and design of
reinforced concrete structures and has been incorporated in different codes of practice such …

Retrofit of non-ductile moment-resisting frames using precast infill wall panels

RJ Frosch, W Li, JO Jirsa, ME Kreger - Earthquake Spectra, 1996 - journals.sagepub.com
Many existing reinforced concrete moment-resisting frames located in seismic zones lack
strength and ductility. One approach for correcting these deficiencies is the construction of …

Experimental evaluation of strut-and-tie model applied to deep beam with opening

BS Maxwell, JE Breen - Structural Journal, 2000 - concrete.org
Where geometric discontinuities exist in structural concrete members, current code
documents provide little direction for design. The design of these unusual members can be …

Evaluation of Existing Strut-and-Tie Methods and Recommended Improvements.

RG Tuchscherer, DB Birrcher… - ACI Structural …, 2014 - search.ebscohost.com
The objective of the study summarized in this paper was to develop simple, accurate, and
conservative guidelines for the design of deep beams and discontinuity regions. To …