全部 |
  • 全部
  • 题名
  • 作者
  • 机构
  • 关键词
  • NSTL主题词
  • 摘要
检索 二次检索 AI检索
外文文献 中文文献
筛选条件:

1. V - H - M capacity of well foundations under gravity and seismic loading NSTL国家科技图书文献中心

Srivastava, Aman |  Singh, Yogendra... -  《Bulletin of earthquake engineering》 - 2025,23(2) - 643~670 - 共28页

摘要:Well foundations are one of the most widely |  used deep foundations for bridges. As in case of |  other foundations, these foundations are also |  subjected to combined vertical force V, horizontal force H | , and moment, M. In this research study, the
关键词: Well foundation |  Seismic design |  Capacity envelope |  3D finite element limit analysis (FELA)

2. Characterisation of the rigid diaphragm conditions for cross laminated timber floors NSTL国家科技图书文献中心

D'Arenzo, Giuseppe |  Rigo, Pietro... -  《Bulletin of earthquake engineering》 - 2025,23(4) - 1759~1794 - 共36页

摘要:This paper presents a comprehensive numerical |  study aimed at defining the conditions for which Cross | -Laminated Timber (CLT) floor diaphragms of platform-type |  CLT buildings can be assumed rigid in linear seismic |  analyses. Numerical analyses are conducted on a regular
关键词: CLT |  Floors |  Rigid diaphragm |  Shear walls |  Numerical analyses |  Linear seismic analyses

3. Analysis of impulsive ground motions from February 2023 Kahramanmaraş earthquake sequence NSTL国家科技图书文献中心

Ertuncay, Deniz |  Costa, Giovanni -  《Bulletin of earthquake engineering》 - 2025,23(3) - 965~999 - 共35页

摘要:On the 6th of February 2023, a large magnitude |  earthquake (Pazarcik earthquake), M w = documentclass[12pt | ]{minimal} usepackage{amsmath} usepackage{wasysym | } usepackage{amsfonts} usepackage{amssymb} usepackage{amsbsy | } usepackage{mathrsfs} usepackage{upgreek} setlength
关键词: Kahramanmaras earthquakes |  Impulsive ground motion |  Near-fault ground motion |  Strong motion

4. Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings NSTL国家科技图书文献中心

Pujades, L. G. |  Vargas-Alzate, Y. F.... -  《Bulletin of earthquake engineering》 - 2025,23(4) - 1591~1637 - 共47页

摘要:1160 framed reinforced concrete buildings | , holding 3-13 stories, have been modelled in a |  probabilistic way. Capacity spectra have been calculated and |  characterized by means of 5 parameters: initial stiffness | , ultimate capacity (Sdu, Sau), mu and sigma. mu is related
关键词: Seismic risk |  RC buildings |  Probabilistic approach |  Damage scenarios |  Barcelona city

5. Analysis of the macroseismic cumulative damage in the seismic sequences in Italy NSTL国家科技图书文献中心

Vannucci, Gianfranco -  《Bulletin of earthquake engineering》 - 2025,23(2) - 759~778 - 共20页

摘要:During seismic sequences, macroseismic damage |  effects cannot always be distinguished and assigned with |  certainty to individual shocks. In particular, the |  intensity that quantifies the effects of the earthquakes |  is a classification of the cumulative effect of all
关键词: Macroseismic intensity |  BOXER code |  CIS method |  Macroseismic parameters |  Cumulative damage

6. Seismic fragility assessment of reinforced concrete and post-tensioned slab-column connections - reliability-based formulations for storey drift limits NSTL国家科技图书文献中心

Aikaterini S.,Geniko... |  Ahmed M.,Abdelmaksou...... -  《Bulletin of earthquake engineering》 - 2025,23(1) - 241~273 - 共33页

摘要:Abstract Many design codes, such as ACI 318−19 | , ACI 352.1R-11 and ASCE 41−17, offer deterministic |  inter-storey drift limit functions of the gravity |  shear ratios for flat slab floor systems acting as the |  primary lateral load-resisting system. However, such
关键词: Fragility assessment |  Reliability |  Seismic damage assessment |  Reinforced concrete |  Post-tensioned |  Slab-column connections |  Experimental data

7. The successful performance of a reinforced concrete building with FRP strengthened infill walls and externally installed shear walls subjected to Kahramanmaras and Hatay 2023 earthquakes NSTL国家科技图书文献中心

Tan, Mustafa Tumer |  Binici, Baris... -  《Bulletin of earthquake engineering》 - 2025,23(3) - 1183~1202 - 共20页

摘要:In 2009, a reinforced concrete building was |  retrofitted using FRP braces on the infill walls and |  externally installed shear walls by a team of researchers |  and engineers. At the time, this was one of the |  -world's first applications of such an FRP retrofit
关键词: Fiber reinforced polymers |  Seismic strengthening |  Performance |  Reinforced concrete

8. Modelling low-cycle fatigue behaviour of structural aluminium alloys NSTL国家科技图书文献中心

Georgantzia, Evangel... |  Vardanega, Paul J.... -  《Bulletin of earthquake engineering》 - 2025,23(4) - 1737~1758 - 共22页

摘要:Recently, use of 6000 series aluminium alloys |  in braced frame structures has been increased due |  to their superior structural properties. Fracturing |  of braces as a result of low-cycle fatigue has a |  major impact on nonlinear behaviour of structures
关键词: Aluminium alloys |  Low-cycle fatigue |  Cyclic degradation |  Fatigue life estimation |  Constitutive modelling

9. The i-FSC proxy for predicting inter-event and spatial variation of topographic site effects NSTL国家科技图书文献中心

Nassif, Aline Bou |  Maufroy, Emeline... -  《Bulletin of earthquake engineering》 - 2025,23(2) - 671~692 - 共22页

摘要:Our study focuses on predicting topographic |  amplification of ground motion in the near-source region | , where seismic rays reach the free-surface at varying |  incidence angles. We rely on data from previous 3D |  numerical simulations conducted on a topographic relief
关键词: Topographic site effect |  Site amplification |  Earthquake ground motion |  Ground-motion proxy

10. Statistical analysis and ground motion effects on corner buildings with infill walls collapsed during the September 19, 2017 earthquake in Mexico NSTL国家科技图书文献中心

Lopez, J. I. |  Jara, J. M.... -  《Bulletin of earthquake engineering》 - 2025,23(2) - 605~642 - 共38页

摘要:The September 19, 2017 earthquake (Mw = 7.1 | ) struck M & eacute;xico between the states of Puebla and |  Morelos. The ground motion damaged buildings near the |  epicenter and in Mexico City, with 44 collapsed buildings |  and many more experiencing some level of damage. The
关键词: Collapsed corner buildings |  Buildings on soft soils |  Unscaled seismic records |  Corner effects |  High-risk buildings
检索条件出处:Bulletin of earthquake engineering
  • 检索词扩展

NSTL主题词

  • NSTL学科导航