Results 101 to 110 of about 1,427,932 (309)

Carbon emission assessment of tunnel infrastructures: From construction to operation

Deep Underground Science and Engineering, EarlyView.
This study develops a lifecycle carbon accounting framework for tunnel infrastructures, covering design, construction, operation, maintenance, and dismantling. Applied to a subsea tunnel case, the framework reveals the carbon emission distribution among four typical tunnel types and highlights potential carbon offset methods for low‐carbon tunnel ...
Luyuan Long, Wout Broere, Xuehui Zhang, Tian Xia, Richard de Nijs   +4 more
wiley   +1 more source

Post-Earthquake Traffic Capacity of Modern Bridges in California [PDF]

59A0506Evaluation of the capacity of a bridge to carry self-weight and traffic loads after an earthquake is essential for asafe and timely re-opening of the bridge.
University of California, Berkeley. Earthquake Engineering Research Center, Stojadinovic, Bozidar, Terzic, Vesna   +2 more
core  

The earthquake, the tsunami and the nuclear meltdown in Japan [PDF]

, 2011
Bergmann JR. The earthquake, the tsunami and the nuclear meltdown in Japan. ZiF-Mitteilungen.
Bergmann, Jörg R.
core  

Upper bound limit analysis of coral reef limestone cavern roof stability incorporating a tension‐shear failure mechanism with tensile‐strength cut‐off

Deep Underground Science and Engineering, EarlyView.
For the roof of coral reef limestone caverns, a novel tension‐shear composite failure mechanism was developed. The most critical tensile crack model was identified using a hybrid optimization algorithm, and the stability of the cavern roof was analyzed accordingly.
Dongsheng Xu, Chenxu Li, Chuantan Hou
wiley   +1 more source

PENGARUH PASANGAN DINDING BATA PADA RESPON DINAMIK STRUKTUR GEDUNG AKIBAT BEBAN GEMPA

Jurnal Teknik Sipil dan Perencanaan, 2016
For analysis purpose, the model system of structure is created as open frame structure rather than massive structure. However, the brick wall will affect to the behavior of the dynamic response when the earthquake induces the structure.
Himawan Indarto, Bambang Pardoyo, Nur Fahria R, Ita Puji L   +3 more
doaj  

Fluid‐induced slip on a rate‐and‐state fault during co‐ and post‐injection: The interplay of fluid pressure diffusion and poroelastic stress

Deep Underground Science and Engineering, EarlyView.
Fault slip can occur ahead of the injection pressure front due to poroelastic stress. Our model captures the interaction of pressure, stress, and friction, providing new insights into injection‐induced seismicity and post‐injection fault slip. Shut‐in operations can either mitigate or accelerate seismic events depending on fault conditions and ...
Qifeng Xie, Lei Wang, Qi Li
wiley   +1 more source

Uniaxial compressive strength prediction and ratio parameter optimization of titanium tailings composite backfill materials using intelligent hybrid models

Deep Underground Science and Engineering, EarlyView.
Based on the 90 datasets, ERT and four optimization algorithms were used to build four hybrid models to predict the UCS of the backfill body. The SMA‐ERT model was the most effective model, and it can reliably guide the design of the backfill ratio parameters. Abstract This study analyzed the feasibility of using titanium (Ti) tailings as a backfilling
Weijun Liu, Zida Liu, Zhixiang Liu
wiley   +1 more source

STUDY ON A508 STEEL CONSTRAINT RELATED FRACTURE TOUGHNESS OF NUCLEAR POWER MAIN PIPELINE UNDER DIFFERENT VERTICAL EARTHQUAKE LOADS

Jixie qiangdu
Considering cracks of various length and depth (various constraints) on the nuclear power main pipeline as the research object, through the mass acceleration application method, applying vertical load of 5 earthquake intensities and 3 real earthquakes to
YANG Jie, YUAN Hongwei, GUO Guoliang, CUI Wei, CHEN Haofeng   +4 more
doaj  

Quantifying the Earthquake Risk to the Electric Power Transmission System in Los Angeles at the Census Tract Level

IEEE Access
This paper develops a probabilistic earthquake risk assessment for the electric power transmission system in the City of Los Angeles. Via a dc load flow analysis of a suite of damage scenarios that reflect the seismic risk in Los Angeles, we develop a ...
Boyu Cheng, Linda Nozick, Ian Dobson, Rachel Davidson, Denis Obiang, Jose Dias, Michael Granados   +6 more
doaj   +1 more source

Improving seismic behaviour of irregular building through double column and console beam application

MATEC Web of Conferences, 2019
Recent years, the shape of building is getting sophisticated; otherwise the environmental load such as earthquake, wind, and wave cannot longer be neglected during analysis.
Sumarsono Ririt Aprilin, Fajari Muhammad Aji   +1 more
doaj   +1 more source