Results 81 to 90 of about 369,044 (223)

Seismic Evaluation and Retrofit of Concrete Buildings Volume 1

, 1996
Buku ini terdiri atas dua volume, dimana volume pertama membahas tentang bagian-bagian utama dari metodologi evaluasi dan retrofit. Buku akan membantu pembaca untuk memahami bagaimana melakukan evaluasi seismik terhadap bangunan.xix, 317 p. : ill. ; 28,5
Seismic Safety Commission, Comartin, Craig D.   +1 more
core  

Seismic Vulnerability for RC Infilled Frames: Simplified Evaluation for As-Built and Retrofitted Building Typologies

Buildings, 2018
Several studies investigated the influence of infills on the response of reinforced concrete (RC) frames. However, possible shear brittle failures are generally neglected.
Marco Gaetani d’Aragona, Maria Polese, Marco Di Ludovico, Andrea Prota   +3 more
doaj   +1 more source

Sustainable and Seismically Resilient Confined Masonry: Global Progress in Research and Design Practice

Earthquake Spectra, Volume 42, Issue 4, November 2026.
Modern confined masonry (CM) construction consists of masonry walls confined by reinforced concrete (RC) tie‐columns and tie‐beams. When built correctly, CM buildings have shown good performance in earthquake's shaking. Even though CM construction has been practised for almost a century in some Latin American countries, its use and standardisation are ...
Ahsana Parammal Vatteri, Svetlana Brzev, Dina D’Ayala, Sergio M. Alcocer, Sebastian Kaminski, Vaibhav Singhal, Aidarbek Stamov, Anna Pavan, Daniel Quiun, Dexter Lo, Erwin Lim, Hemant B. Kaushik, Juan José Pérez‐Gavilán, Julian Thamboo, Mahdi Eghbali, Marcos M. Chávez, Qaisar Ali, Ramesh Guragain, Sofia Andrade, Tim Hart, Ulugbek Begaliev, Yunita Idris, Radu Vacareanu, Daniar Abdykalykov   +23 more
wiley   +1 more source

Seismic Performance and Vibration‐Based Damage Identification of Two‐Storey Balloon‐Framed CLT Shear Walls

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 12, Page 3052-3073, 10 October 2026.
ABSTRACT While cross‐laminated timber (CLT) is increasingly utilized in lateral force‐resisting systems in mass timber construction, research has predominantly focused on platform‐type construction. Balloon‐type CLT shear wall systems offer distinct structural advantages, notably the elimination of cumulative perpendicular‐to‐grain compression and a ...
Samira Mohammadyzadeh, Houman Ganjali, Jianhui Zhou, Thomas Tannert   +3 more
wiley   +1 more source

Energy‐Based Characterisation of Earthquake Damage in Masonry Infills Through Combined In‐Plane and Out‐of‐Plane Experimental Tests

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 13, Page 3302-3318, 25 October 2026.
ABSTRACT The seismic capacity of structural systems/members is usually defined in terms of deformation thresholds. Although this is effective in many circumstances, disregarding cumulative quantities such as hysteretic energy may be ineffective when low‐cycle fatigue is relevant (e.g., long‐duration ground motions, very soft soils, ground‐motion ...
Roberto Gentile, Giulia Angelucci, Jingren Wu, Marilisa Di Benedetto, Riccardo Milanesi, Giulio Augusto Tropea, Fabrizio Mollaioli, Fatemeh Jalayer, Fabio Freddi, Fabio Di Trapani, Paolo Morandi, Gerard J. O'Reilly   +11 more
wiley   +1 more source

Reconstruction of the First Prefabricated Series in Pribaikalie and Renovation of the Five-Storey Houses in Moscow

Проект Байкал, 2017
The active discussion of the program of renovation of the prefabricated housing stock in Moscow has caused reconsideration of the solutions for the regional problem in the towns of Pribaikalie.
Tatyana Pavlova, Yuri Berzhinsky
doaj   +1 more source

Surrogate‐Based Time‐Continuous Seismic Fragility Assessment of Corrosion‐Deteriorated Reinforced Concrete Bridges Under Climate Change

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 13, Page 3338-3362, 25 October 2026.
ABSTRACT Seismic fragility assessment of reinforced concrete (RC) bridges exposed to corrosive environments must reliably capture time‐dependent deterioration impacts. Climate change compounds this challenge through nonstationary temperature and humidity variations that accelerate bridge corrosion.
Yexiang Yan, Yazhou Xie
wiley   +1 more source

Seismic Performance of Corroded Precast Concrete Bridge Piers with Grouted Sleeve Connections Retrofitted by Ultra-High-Performance Concrete Shells

Buildings
Grouted sleeve connections (GSCs) are widely used in precast concrete (PC) bridge piers due to their convenience in construction and reliable structural performance.
Long Ma, Xiangtong Wu, Hao Tian, Wenting Yuan   +3 more
doaj   +1 more source

Motivators and impediments to seismic retrofit implementation for wood-frame soft-story buildings: A case study in California. [PDF]

Earthq Spectra, 2022
Zhang Y, Fung JF, Johnson KJ, Sattar S.
europepmc   +1 more source

Seismic resilience design of steel bridge using pushover analysis

ce/papers, Volume 9, Issue 2-3, Page 2617-2622, September 2026.
Abstract Resilience –based design of steel bridge demands analytical approaches capable of capturing inelastic behavior and identifying retrofit needs under seismic loading. Seismic resilience refers to the ability of a structure to withstand, adapt to, and quickly recover from the effects of an earthquake.
Jean Pierre NSENGIMANA, László Gergely Vigh   +1 more
wiley   +1 more source