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<title>Journal of Structural Design and Construction Practice</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/18995" rel="alternate"/>
<subtitle/>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/18995</id>
<updated>2026-08-25T17:45:58Z</updated>
<dc:date>2026-08-25T17:45:58Z</dc:date>
<entry>
<title>Experimental and Numerical Studies on the Shear Strength of HFRC Beams without Stirrups</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4313276" rel="alternate"/>
<author>
<name>Younes, Mohamad</name>
</author>
<author>
<name>Mokdad, Kawthar</name>
</author>
<author>
<name>Hamad, Bilal</name>
</author>
<author>
<name>Assaad, Joseph</name>
</author>
<author>
<name>Jahami, Ali</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4313276</id>
<updated>2026-08-20T12:14:51Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">Experimental and Numerical Studies on the Shear Strength of HFRC Beams without Stirrups
Younes, Mohamad; Mokdad, Kawthar; Hamad, Bilal; Assaad, Joseph; Jahami, Ali
AbstractThis study investigates the shear strength performance of reinforced concrete (RC)
beams without stirrups cast using hybrid fiber-reinforced concrete (HFRC). Six mixtures
were prepared by combining two types of fibers—steel, polypropylene (PP), ...Graphical summary of experimental and numerical evaluation of hybrid fiber-reinforced
concrete beams without stirrups, showing fiber types, beam setup, key findings, and
performance data. Results highlight improved shear capacity and ductility, with steel–...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Prediction of CFRP and NSM-Wrapped Composite Column Capacities Using Experimentation and an Ensemble Machine-Learning Approach with SHAP Interpretation</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4313275" rel="alternate"/>
<author>
<name>M. R., Sudhir</name>
</author>
<author>
<name>M., Beulah</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4313275</id>
<updated>2026-08-20T12:14:42Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">Prediction of CFRP and NSM-Wrapped Composite Column Capacities Using Experimentation and an Ensemble Machine-Learning Approach with SHAP Interpretation
M. R., Sudhir; M., Beulah
AbstractColumn capacity is an essential parameter in structural design, and its accurate determination
is critical for a safe load-transfer mechanism in structures. Also, experimental and
accurate model-based assessments are critical to the column ...Practical ApplicationsThe global requirement to restore heritage structures and retrofit seismic-resistant
buildings has catalyzed the evolution of structural strengthening techniques and their
practical applications. This study recommends a review of the ...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Seismic Fragility Assessment and Comparative Study of Modified Performance-Based Plastic Design Method for Reinforced Concrete Frames</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4313274" rel="alternate"/>
<author>
<name>Vyas, Rohit</name>
</author>
<author>
<name>Rc, Bush</name>
</author>
<author>
<name>Gondaliya, Kaushik</name>
</author>
<author>
<name>Shirkol, Anoop I.</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4313274</id>
<updated>2026-08-20T12:14:39Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">Seismic Fragility Assessment and Comparative Study of Modified Performance-Based Plastic Design Method for Reinforced Concrete Frames
Vyas, Rohit; Rc, Bush; Gondaliya, Kaushik; Shirkol, Anoop I.
AbstractSeismic design in structural engineering evolved from traditional force-based design
(FBD) methods to performance-based frameworks to better address nonlinear behavior
during earthquakes. Among these, the performance-based plastic design (PBPD) ...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Evaluating the Challenges Hindering Widespread Adoption of the Design–Build Delivery Method</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4313273" rel="alternate"/>
<author>
<name>Al-Bayati, Ahmed Jalil</name>
</author>
<author>
<name>Chellappa, Vigneshkumar</name>
</author>
<author>
<name>Hasbrook, Bill</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4313273</id>
<updated>2026-08-20T12:14:38Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">Evaluating the Challenges Hindering Widespread Adoption of the Design–Build Delivery Method
Al-Bayati, Ahmed Jalil; Chellappa, Vigneshkumar; Hasbrook, Bill
AbstractThe design–build (DB) delivery system has gained popularity in the United States construction
industry, offering numerous advantages and demonstrating proven results. Nevertheless,
contractors’ challenges when utilizing the DB method have not ...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
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