Uncertainty Quantification Based on Deep-Learning Approach Integrating Time-Lapse Seismic Data for Geological Carbon Storage [PDF]
Carbon capture and storage (CCS) is a crucial technology for reducing greenhouse gas emissions to achieve net-zero goals by 2050. Reasonable assessment of CO2 plume behavior through reliable subsurface characterization and continuous monitoring (e.g ...
Hyunmin Kim, Hyundon Shin, Honggeun Jo
doaj +1 more source
THE BEHAVIOUR OF TWISTED TALL BUILDING STRUCTURES UNDER LATERAL LOADS
Twisted tall building structures have recently been used as an architectural and structural form. On the other hand, there are very few studies on the behavior of twisted tall buildings under seismic and wind lateral loads. In this paper, the behavior of
Uğur Albayrak +2 more
doaj +1 more source
SEISMIC BEHAVIOR OF A ROCK TUNNEL
In order to investigate seismic behavior of a rock tunnel, earthquake observations have been carried out in the Shin Usami Tunnel of JNR's Line, located in Ito City of Shizuoka prefecture. From an analysis of earthquake records observed from July 1983 to June 1985, the following results were obtained.(1) The direction of the predominant motion of an ...
Yasuki YAMAGUCHI +2 more
openaire +2 more sources
On the Seismic Behavior of Masonry Infilled Frame Structures
Infilled frames are usually modelled in the context of global building analysis using simplified procedures without considering the aspects resulting from the interaction between the panel and the frame. Other aspects, such as adequate design of the floor beams and the beam-columns’ joints, and control of potential sliding shear failure of the columns,
João Dias-Oliveira +3 more
openaire +3 more sources
Railway bridges are continuously loaded by railway trains; therefore, it is important to understand the nonlinear seismic response of the Vehicle-Bridge Interaction (VBI) system under strong earthquakes.
Ke Chen, Zhibin Jin, Haoyuan Yang
doaj +1 more source
Seismic Analysis of Historic Masonry Buildings: The Vicarious Palace in Pescia (Italy)
Recent Italian earthquakes have underlined the need for wide monitoring and safety assessment of architectonical heritage. This has emerged also from requirements of the new Italian Technical Recommendations for buildings.
Luciano Galano, Michele Betti
doaj +1 more source
ENHANCEMENT OF SEISMIC BEHAVIOR OF STEEL MOMENT FRAME WITH CHANGE OF BRACING SYSTEM CONFIGURATION ON HEIGHT [PDF]
 S.A.R. Kaboli1, M. Gerami2,*, A. Mirhaj3    1. Lecturer, Department, Islamic Azad University, Firouzkooh, Iran  2. Assistant Professor , Civil Engineering Faculty, Semnan University, Semnan, Iran  3. MSc.
علیرضا کابلی +2 more
doaj +1 more source
Pseudo-Static Tests on Top Joints of Hybrid Precast Utility Tunnel
This paper introduces a new type of hybrid precast MUT, consisting of precast composite top slab and double-skin sidewalls with reserved rebar. The seismic behavior of the top joints was examined through pseudo-static tests.
Weichen Xue, Shengyang Chen, Haoyang Bai
doaj +1 more source
The Seismic Behavior of Rectangular Concrete-Encased Steel Bridge Piers: A Review
This paper proposes a review of the previous research work and the representative publications regarding the seismic behavior of the concrete-encased steel (CES) columns.
Mohammadreza Moradian, Munzer Hassan
doaj +1 more source
Finite elements analysis of a New Moment-Resistant Connection in Precast Concrete Frames under cyclic loading [PDF]
In this paper, a 3D nonlinear finite element model of a new moment-resistance connection in precast concrete structures is developed and its behaviors in several different details of connection, under cyclic loading are studied.
Mojtaba Fathi, reza Hassani
doaj +1 more source

