Results 61 to 70 of about 332 (177)
Evaluation of the accuracy of traditional Pushover methods in regular RC structures [PDF]
مدلسازی پیشرفته در مهندسی عمرانIn the traditional pushover method, which has been the noticed by seismic design code, only the effect of the first vibration mode of the structure is considered, reducing the accuracy of the results, especially in mid-rise and high-rise structures.
Nima Shahbazi, Reza Aghayari
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Advanced Functional Materials, Volume 36, Issue 13, 12 February 2026.This review explores functional and responsive materials for triboelectric nanogenerators (TENGs) in sustainable smart agriculture. It examines how particulate contamination and dirt affect charge transfer and efficiency. Environmental challenges and strategies to enhance durability and responsiveness are outlined, including active functional layers ...
Rafael R. A. Silva +9 more
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Advances in Civil Engineering, 2018 Ship-to-shore (STS) container gantry cranes, used at terminals for loading and unloading containers from a ship, are an important part of harbor structures.
Quang Huy Tran +5 more
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Advances in Triboelectric Nanogenerators With Rotating Structure
Carbon Energy, Volume 8, Issue 2, February 2026.The rotating TENG has been widely studied for its superiorities of simple structure, high efficiency, and stable output. This review introduced the four different principles of rotating TENG and offered a thorough summary for performance and application research through three‐level classification. Importantly, the current existing problems, challenges,
Chuguo Zhang +4 more
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Bulletin of South Ural State University series "Construction Engineering and Architecture", 2023 The article is a continuation of research previously published in the Bulletin (2021, vol. 21, no. 2). Au-thor offers explanations and clarifications of a formula proposed to assess insufficient earthquake resistance shortage (hereinafter Id) of buildings using calculation procedures of nonlinear static Pushover analysis in SAP2000.
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Semi‐Active Movable Shear Keys for Seismic Response Control of Bridges
Earthquake Engineering &Structural Dynamics, Volume 55, Issue 2, Page 483-499, February 2026.ABSTRACT The size of the joint gaps plays a significant role in the dynamic performance of bridges. This has recently motivated the consideration of movable shear keys (MSKs), pioneered by the corresponding author, to enhance bridge performance by changing the bridge support/boundary conditions.
B. Neethu +3 more
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Seismic Performance Evaluation of a Fully Integral Concrete Bridge with End-Restraining Abutments
Advances in Civil Engineering, 2019 A fully integral bridge that is restrained at both ends by the abutments has been proposed to form a monolithic rigid frame structure. Thus, the feasible horizontal force effect due to an earthquake or vehicle braking is mainly prevented by the end ...
Byung H. Choi +4 more
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Hydrological Processes, Volume 40, Issue 2, February 2026.Terrestrial LiDAR and hydrology calibration were used to derive each tree's stemflow drainage area, normalising rainfall‐stemflow relations by contributing surface. The results show that Fagus grandifolia (beech) maintains a stronger, steeper hydrological response to rainfall (exhibited by a higher normalised yield) than Acer saccharum (maple) and ...
Benjamin J. Noren, John T. Van Stan II
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Modeling joints of moment-resisting steel frames for nonlinear static pushover analysis
, 2022 The effect of the real behaviour of steel joints on the seismic response of steel moment-resisting frames has long been recognised as a crucial aspect in ensuring a safe structural response. Predicting the behaviour of steel joints under cyclic loading can be quite complex and impractical in engineering practice.
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Assessment of nonlinear static (pushover) analysis procedures using field experience
, 2020 Recently, many nonlinear analysis procedures have been proposed for earthquake response determination of the structures. Although, the nonlinear response history analysis (NRHA) is accepted as the most accurate source of information for nonlinear seismic response, nonlinear static procedures (NSP) may also provide reasonable estimates of seismic demand
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