Results 281 to 290 of about 74,024 (332)

Innovative design and construction of 220 m high wind turbine tower

Structural Concrete, EarlyView.
Abstract This paper presents an innovative design and construction approach for a 220‐m‐high wind turbine tower, designed to meet the increasing demand for renewable energy and the specific needs of large‐scale wind energy projects. The design leverages a hybrid structural concept with a concrete foundation that supports three inclined legs and a ...
Aibek Toktorbai, Long Doansy, Freddy Arinez, Hugo Corres, Javier Martinez, Akio Kasuga   +5 more
wiley   +1 more source

Ultrasonic pulse-echo dataset from numerical modelling for oil and gas well integrity investigations. [PDF]

Sci Data
Diez A, Viggen EM, Johansen TF.
europepmc   +1 more source

Degradation of Seismic Performance of Thin Steel Plate Shear Walls in Earthquakes [PDF]

Yipeng Du, Min Zhang, Yifang Cao, Xue Lei   +3 more
openalex   +1 more source

The clashing of in situ and pre‐cast technologies—Western trends and local traditions in concrete engineering shaping shell construction in 20th‐century Hungary

Structural Concrete, EarlyView.
Abstract After a blossoming pre‐World War II (WWII) period, the concrete construction industry in then‐socialist Hungary existed in a relative isolation from the Western World during the mid‐20th century. In this paper, we focus on the body of work of one of the then newly established state‐owned design offices, IPARTERV, to show how the isolation ...
Orsolya Gáspár, Péter Haba
wiley   +1 more source

Pullout performance of innovative polymer vertical anchor plates in layered soils. [PDF]

Sci Rep
Parsa A, Niroumand H, Balachowski L.
europepmc   +1 more source

The influence of casting position and depth of concrete pour on bond strength

Structural Concrete, EarlyView.
Abstract Bond strength of steel bars cast near the top of a concrete pour may be lower than that of bars cast close to the bottom due to an increase in water content, to consolidation of fluid concrete below the bar, or to both. Current design codes typically require increases of 20%–40% in anchorage and lap lengths in “poor” bond conditions to allow ...
Benny Suryanto, John Cairns, Martin W. Aitken, Charles Goodchild   +3 more
wiley   +1 more source

Seismic performance of the replaceable steel links with different short length ratios. [PDF]

Sci Rep
Xiong L, Guo Z, Cai J, Jiang K, Li L.
europepmc   +1 more source

Strip loading in reinforced concrete: Mechanical modeling and experimental validation

Structural Concrete, EarlyView.
Abstract Strip loading of reinforced concrete is a common problem in engineering practice. The concrete compressive strength at the load introduction can be several times higher than the uniaxial concrete compressive strength, which can be attributed to geometrical and passive confining stresses caused by load dispersion and reinforcement, respectively.
Fabian Morger, Albin Kenel, Walter Kaufmann   +2 more
wiley   +1 more source

Investigation of Shear Behavior in High-Strength Bolt Connectors for Steel-Concrete Composite Beams. [PDF]

Materials (Basel)
Li W, Wang J, Xing X, Liu H, Di J, Sun X, Li L, Li H, Qin F.   +8 more
europepmc   +1 more source

Robustness assessment of reinforced concrete structures for different failure scenarios

Structural Concrete, EarlyView.
Abstract This study describes the robustness assessment of 3D reinforced concrete structures analyzing the response of the 2D frames in different design configurations and failure scenarios. The structures are characterized by both frames with wide beams and seismic‐resistant frames with deep beams.
E. Miceli, Massimiliano De Iuliis, P. Castaldo   +2 more
wiley   +1 more source