Results 241 to 250 of about 2,458 (285)

Anomalous Counterclockwise Turning of the Boundary‐Layer Winds Revealed by Observations From the 356‐m Shenzhen Meteorological Tower

Geophysical Research Letters, Volume 53, Issue 10, 28 May 2026.
Abstract Boundary‐layer winds strongly impact heavy rainfall through low‐level convergence, moisture transport, and vertical wind shear. Using high‐resolution observations from the 356‐m Shenzhen Meteorological Tower, together with ERA5 reanalysis and semi‐idealized numerical experiments, this study investigates the vertical structure and diurnal ...
Zhixing Liu, Yu Du
wiley   +1 more source

Time dependent seismic fragility and serviceability assessment of reinforced concrete frames under chloride induced corrosion. [PDF]

Sci Rep
Kordtabar B, Dehestani M, Yazdanpanah O, Hasanzadeh A.   +3 more
europepmc   +1 more source

Incorporation of Nitinol (NiTi) Shape Memory Alloy (SMA) in Concrete: A Review. [PDF]

Materials (Basel)
Turkmen M, Issa A, Awayssa O, El-Hassan H.   +3 more
europepmc   +1 more source

Biological durability of cross laminated timber connections. [PDF]

Data Brief
Udele KE, Morrell I, Morrell J, Sinha A.
europepmc   +1 more source

Effectiveness Analysis of the Non-Standard Reinforcement of Lattice Tower Legs Using the Component-Based Finite Element Method. [PDF]

Materials (Basel)
Szafran J, Juszczyk-Andraszyk K, Kaszubska P.   +2 more
europepmc   +1 more source

Effective Prediction of Concrete Constitutive Models for Reinforced Concrete Shear Walls under Cyclic Loading. [PDF]

Materials (Basel)
To QB, Shin J, Kim SJ, Kim HW, Lee K.
europepmc   +1 more source

Assessment of FEMA356 nonlinear static procedure and modal pushover analysis for seismic evaluation of buildings [PDF]

Structural Engineering and Mechanics, 2012
Nonlinear static analysis as an essential part of performance based design is now widely used especially at design offices because of its simplicity and ability to predict seismic demands on inelastic response of buildings. Since the accuracy of nonlinear static procedures (NSP) to predict seismic demands of buildings affects directly on the entire ...
Khoshnoud, Hamid Reza, Marsono, Abdul Kadir   +1 more
exaly   +4 more sources

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Comparative study nonlinear static pushover analysis and displacement based adaptive pushover analysis method

International Journal of Structural Engineering, 2018
A major challenge in performance-based earthquake engineering is to develop simple and practical methods for estimating the capacity level and seismic demand on structures by taking into account their inelastic behaviour instead of complicated nonlinear time history analysis.
Rutvik Sheth
exaly   +2 more sources

Static pushover versus dynamic collapse analysis of RC buildings

Engineering Structures, 2001
Abstract Owing to the simplicity of inelastic static pushover analysis compared to inelastic dynamic analysis, the study of this technique has been the subject of many investigations in recent years. In this paper, the validity and the applicability of this technique are assessed by comparison with ‘dynamic pushover’ idealised envelopes obtained from
Aman Mwafy
exaly   +2 more sources

Advanced inelastic static (pushover) analysis for earthquake applications

Structural Engineering and Mechanics, 2001
Whereas the potential of static inelastic analysis methods is recognised in earthquake design and assessment, especially in contrast with elastic analysis under scaled forces, they have inherent shortcomings. In this paper, critical issues in the application of inelastic static (pushover) analysis are discussed and their effect on the obtained results ...
exaly   +2 more sources