Results 191 to 200 of about 6,194,745 (353)

Evaluation of the Seismic Behavior of Carbon-Grid-Reinforced Walls with Varying Anchorage and Axial Load Ratios. [PDF]

Polymers (Basel)
Kim KM, Park SW, Song BK, Min KJ, Yoon SH.   +4 more
europepmc   +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 Seismic Behavior of Earthquake-Damaged Joints Retrofitted with CFRP in Hybrid Reinforced Concrete-Steel Frames. [PDF]

Materials (Basel)
Ma X, Guo T, Xing Y, Qin R, Long H, Bao C, Cao F, Hong R.   +7 more
europepmc   +1 more source

Experimental investigations and design of precast concrete‐filled steel corrugated sheet slender columns with intermediate connection

Structural Concrete, EarlyView.
Abstract Concrete‐filled steel corrugated sheet (CFSCS) offers confinement to the core concrete while the outer galvanized corrugated steel sheet (GCSS) offers excellent corrosion resistance. Application of precast multiple CFSCS columns connected through high‐performance concrete (HPC) in constructing a slender column offers ease of construction while
Ahmed Hamoda, Mizan Ahmed, Aref A. Abadel, Hussam Alghamdi, Abedulgader Baktheer, Mohammed M. Attia, Mohamed Emara   +6 more
wiley   +1 more source

Anomalous dynamic response and micro-zonation of saline sabkha soils of eastern Saudi Arabia using 3D seismic behavior modelling. [PDF]

Sci Rep
Fayyaz M, Al-Shayea NA, Waheed MA, Abduljauwad SN, Ahmed HU.   +4 more
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

The Impact of Bedrock Material Conditions on the Seismic Behavior of an Earth Dam Using Experimentally Derived Spatiotemporal Parameters for Spatially Varying Ground Motion. [PDF]

Materials (Basel)
Boroń P, Dulińska JM.
europepmc   +1 more source

Influence of steel reinforced grout configuration, and reinforcement ratio on the flexural performance of strengthened continuous RC beams

Structural Concrete, EarlyView.
Abstract The field of reinforced concrete (RC) strengthening continues to evolve as the construction industry seeks cost‐effective and sustainable alternatives to structural replacement. This study, therefore, aimed to comprehensively investigate the pioneering application of steel‐reinforced grout (SRG) for strengthening large‐scale, 3.5‐meter‐long ...
Mohamed Ibrahim, Usama Ebead, Abathar al‐Hamrani, Mohamed Rabie   +3 more
wiley   +1 more source

Experimental Study on Seismic Behavior of Concrete-Filled Steel Tube with Spherical-Cap Gap. [PDF]

Materials (Basel)
Xu A, Liu D, Fan J, Di J, Wang J, Qin F.
europepmc   +1 more source

On the preservation of reinforced concrete architectural masterpieces: The challenges of the REcube project

Structural Concrete, EarlyView.
Abstract The preservation of reinforced concrete masterpieces from the 20th century poses a complex challenge. These structures often combine architectural, historical, and technological value, which standard engineering codes and conservation practices are not fully equipped to address. The Erasmus+ REcube project responded to this gap by promoting an
Elisabetta Margiotta Nervi, Giulio Zani, Marco di Prisco   +2 more
wiley   +1 more source