Results 231 to 240 of about 6,468 (310)

Performance analysis of strengthening reinforced concrete beams under pure torsion using galvanized steel sheets: Experimental and numerical investigation

Structural Concrete, EarlyView.
Abstract Reinforced concrete (RC) beams can be subjected to torsion, and failure due to torsion is brittle and poses a significant risk to occupants. Moreover, strengthening of existing RC beams in torsion may be required due to the upgrade of the structures or as part of structural rehabilitation.
Ahmed Hamoda, Mizan Ahmed, Ahmad G. Saad, Aref A. Abadel, Saad A. Yehia   +4 more
wiley   +1 more source

Experimental Analysis of Seismic Damage to the Frame Structure-Site System Crossing a Reverse Fault. [PDF]

Sensors (Basel)
Tian J, Zhang H, Qu S, Zhang J, Chen H, Xu Z, Song Y, Zhang R.   +7 more
europepmc   +1 more source

Modeling the response of UHPC shear‐critical beams: Integrating nonlinear finite element analysis and artificial neural network

Structural Concrete, EarlyView.
Abstract An analytical framework suited for the analysis of shear‐critical ultra‐high performance concrete (UHPC) members is presented. The numerical methodology utilizes a nonlinear finite element analysis formulation integrated with an artificial neural network (ANN) that characterizes the UHPC tension response based on its mix design. In addition, a
Amjad Diab, Anca Ferche
wiley   +1 more source

Plastic failure and deformation calculation of shaft structure in soil under lateral explosion. [PDF]

Sci Rep
Sun S, Liu Y.
europepmc   +1 more source

Experimental evaluation of reinforced concrete columns produced with natural perlite aggregates under cyclic loading

Structural Concrete, EarlyView.
Abstract A total of four reinforced concrete (RC) columns were tested to compare the structural capacities of RC columns produced by natural perlite aggregates and conventional concrete. The structural performance of the RC columns made from natural perlite aggregates was compared to conventional RC columns regarding the same concrete strength levels ...
Sefa Atlı, Hakan Yalciner, Atila Kumbasaroglu, Yaşar Ayaz, Ahmet İhsan Turan, H. Alperen Bulut, Sepanta Naimi   +6 more
wiley   +1 more source

Research on Aerodynamic Performance of Bionic Fan Blades with Microstructured Surface. [PDF]

Biomimetics (Basel)
Gao M, Liu X, Zhu M, Shen C, Wei Z, Wu Z, Zhang C.   +6 more
europepmc   +1 more source

NUMERICAL AND PARAMETRIC STUDY OF CONCRETE FILLED STEEL PLATE COMPOSITE SHEAR WALLS WITH T-SHAPED STIFFENERS

Baolong Jiang, Shuyan Ji, Yingmin Li
openalex   +1 more source

Shear wall plan layout optimization considering seismic loads

Structural Concrete, EarlyView.
Abstract Seismic force resistant structural design requires experience and time. Shear wall elements are generally used in concrete structures due to their high stiffness against horizontal forces. The aim of this study is to obtain optimum structural wall disposition by using building information modeling (BIM) technologies.
Ahmet Çağatay Tahaoğlu, Yasin Fahjan
wiley   +1 more source

Study on the effect of subway construction on adjacent architectural heritages and protection measures. [PDF]

Sci Rep
He Y, Liu B, Zhang H.
europepmc   +1 more source

Performance of two‐to‐one non‐contact post‐installed lap splices

Structural Concrete, EarlyView.
Abstract Post‐installed lap splices ensure the continuity of steel reinforcement in concrete‐to‐concrete connections by overlapping cast‐in (CI) reinforcing bars (rebars) with post‐installed (PI) rebars. Typically, the design of such splices follows provisions originally intended for CI lap splices, despite the differences in execution and bond ...
Jose I. Croppi, Mark Alexander Ahrens, Alessandro Palmeri, Roberto Piccinin, Peter Mark   +4 more
wiley   +1 more source