Skip to content
RDL
Network
Ekosistem
Uygulama değiştir
EN
Hakkımızda
SSS
Giriş yap
Başla
Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method — Li Fu (2023) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method
Shared by
Hikaru Nakamura
Nagoya University
Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method
Article
2023
en
Authors
+2 more
LF
Li Fu
Hikaru Nakamura
Nagoya University
SC
Shunyuan Chi
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2021
Numerical Evaluation of Shear Strength Degradation Mechanism Dependent on the Size Increase of RC Deep Beams with Height up to 1.5 Meter by Using 3D Rigid-Body-Spring-Method
Li Fu
,
Hikaru Nakamura
,
Shunyuan Chi
,
Yoshihito Yamamoto
,
Taito Miura
Article
2002
ANALYTICAL STUDY ON SLIDING SHEAR FAILURE OF RC PANELS USING RIGID-BODY-SPRING MODELS
Shigehiko SAITO
,
Hikaru Nakamura
,
Takeshi Higai
Article
2022
A numerical study on the influence of rebar cut-off on the shear performance of RC beam by using rigid-body-spring-method
Li Fu
,
Qiangsheng Yin
,
Hikaru Nakamura
,
Yoshihito Yamamoto
,
Taito Miura
Article
2001
Numerical Analyses of RC Beams Subjected to Axial Compression Using Rigid-Body-Spring Model
Shigehiko SAITO
,
Hikaru Nakamura
,
Takeshi Higai
Article
2014
Formulation of shear strength of slender RC beams using gene expression programming, part I: Without shear reinforcement
Amir Gandomi
,
Amir H. Alavi
,
Sadegh Kazemi
,
Mostafa Gandomi
Automation in Construction
Discussion(0)
No comments yet. Be the first to comment.