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No Article Title /Author/Journal Title/Publication Year Cited
Dynamic fracture catastrophe model of concrete beam under static load/
[Chen, Zhonggou;Fu, Chuanqing;Ling, Yifeng;Jin, Xianyu;] / Computers and Concrete / 2020    
3
Settlement analysis of pile cap with normal and under-reamed piles/
[Kumar, Madisetti Pavan;Raju, P. Markandeya;Jasmine, G. Vincent;Aditya, Mantini;] / Computers and Concrete / 2020    
4
Experimental investigating the properties of fiber reinforced concrete by combining different fibers/
[Ghamari, Ali;Kurdi, Javad;Shemirani, Alireza Bagher;Haeri, Hadi;] / Computers and Concrete / 2020    
19
Combined effects of material properties and boundary conditions on the large deflection bending analysis of circular plates on a nonlinear elastic foundation/
[Altekin, Murat;] / Computers and Concrete / 2020    
9
Artificial neural network calculations for a receding contact problem/
[Yaylaci, Ecren Uzun;Yaylaci, Murat;Olmez, Hasan;Birinci, Ahmet;] / Computers and Concrete / 2020    
33
Assessment of transient vibrations of graphene oxide reinforced plates under pulse loads using finite strip method/
[Mirjavadi, Seyed Sajad;Forsat, Masoud;Barati, Mohammad Reza;Hamouda, A.M.S.;] / Computers and Concrete / 2020    
53
An assessment of machine learning models for slump flow and examining redundant features/
[Unlu, Ramazan;] / Computers and Concrete / 2020    
1
Stability and dynamic analyses of SW-CNT reinforced concrete beam resting on elastic-foundation/
[Bourada, Fouad;Bousahla, Abdelmoumen Anis;Tounsi, Abdeldjebbar;Bedia, E.A. Adda;Mahmoud, S.R.;Benrahou, Kouider Halim;Tounsi, Abdelouahed;] / Computers and Concrete / 2020    
65
A numerical method for evaluating fire performance of prestressed concrete T bridge girders/
[Zhang, Gang;Kodur, Venkatesh;Song, Chaojie;Hou, Wei;He, Shuanhai;] / Computers and Concrete / 2020    
13
Cyclic performance of RC beam-column joints enhanced with superelastic SMA rebars/
[Ghasemitabar, Amirhosein;Rahmdel, Javad Mokari;Shafei, Erfan;] / Computers and Concrete / 2020    
6