Zobrazeno 1 - 10
of 405
pro vyhledávání: '"shake table testing"'
Autor:
Zain Ul Abidin, Khan Shahzada, Akhtar Gul, Yousef Alqaryouti, Marc Azab, Muhammad Rizwan, Attaur Rahman
Publikováno v:
Cogent Engineering, Vol 11, Iss 1 (2024)
The strengthening of masonry infill wall panels (MIWPs) in reinforced concrete (RC) frame structures is of prime importance due to their failure in the in-plane and out-of-plane direction, as evidenced by past earthquakes. This research study applies
Externí odkaz:
https://doaj.org/article/57d5b81e2a67491fa53ac496c41a317a
Akademický článek
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Autor:
Amirali Najafi, Billie F. Spencer Jr.
Publikováno v:
Journal of Applied and Computational Mechanics, Vol 7, Iss Special Issue, Pp 1252-1265 (2021)
Hybrid simulation (HS) is a cost-effective alternative to shake table testing for evaluating the seismic performance of structures. HS structures are partitioned into linked physical and numerical substructures, with actuators and sensors providing t
Externí odkaz:
https://doaj.org/article/7458dbca0fcd41e1be41b9979aaa2579
Publikováno v:
Buildings, Vol 13, Iss 2, p 445 (2023)
Experimental simulation and parametric studies have been conducted to investigate the effect of pounding in base-isolated (BI) frame structures with expansion gaps. Earthquakes often result in extensive damage at expansion joints, which encouraged th
Externí odkaz:
https://doaj.org/article/68d38051b14e4e4bb07284f4371236a0
Publikováno v:
Frontiers in Built Environment, Vol 8 (2022)
The objective of this study is to examine a machine learning (ML) framework for calibrating the parameters of analytical models of complex nonlinear structural systems where experimental data is significantly limited. Because of the high cost of larg
Externí odkaz:
https://doaj.org/article/6d63b66985db4ae891dd4ae16ea33465
Autor:
Yasser E. Ibrahim, Asif Hameed, Asad Ullah Qazi, Ali Murtaza Rasool, Muhammad Farhan Latif, Mohsin Usman Qureshi
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00574- (2021)
In the design of cold-formed steel (CFS) buildings, sheathings are used to provide lateral resistance to seismic or wind load. Many researchers have thoroughly studied the basic behavior of different sheathing (including walls sheathed with plywood,
Externí odkaz:
https://doaj.org/article/0251306ffecf49b397a42992f5d5994b
Publikováno v:
Buildings, Vol 12, Iss 12, p 2050 (2022)
The general assumption of a rigid base at the bottom of building structures during analysis and design underestimates the seismic response. Building structures resting on loose sand and soft clayey soil are vulnerable to earthquake forces. The amplif
Externí odkaz:
https://doaj.org/article/85fa403b064840058c9c51157e2cdf05
Publikováno v:
Buildings, Vol 12, Iss 11, p 1984 (2022)
Domes, vaults and arches are structural components of high vulnerability, due to the horizontal component of the thrust they impose to the supporting vertical elements (piers or walls), accentuated by the asymmetry of loading due to seismic actions.
Externí odkaz:
https://doaj.org/article/b0da6c30eece47d2abcc721d161b6fac
Publikováno v:
Buildings, Vol 12, Iss 11, p 1871 (2022)
Nonstructural elements (NEs) are generally defined as elements typically housed within buildings/facilities that are not part of the structural system. Nonstructural elements are often classified as architectural elements, mechanical/electrical/hydra
Externí odkaz:
https://doaj.org/article/39647e6b134b48afa7a7b260d68e52d6
Akademický článek
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