Results 121 to 130 of about 27,908 (298)

Earthquake Response Analysis of Buildings

, 2021
Denne masteroppgaven studerer jordskjelvanalyse ved å bruke forenklet metode i henhold til Eurokode 8. Tre forskjellige modeller blir studert, modell 1 hvor jordtrykk er langs en av de langsgående kjellerveggene og hvor det antas at kjelleretasjen er semirigid, modell 2, som har kjeller, og jordtrykk langs begge kjellervegger og hvor det antas at ...
openaire   +1 more source

Instability mechanism and failure characteristics of underground cavern in block system under the action of seismic waves

Deep Underground Science and Engineering, EarlyView.
Seismic waves with tensile stress, high amplitude, and low frequency are most likely to trigger block instability and sliding. Blocks with a single sliding surface are more prone to movement than those with multiple constraints, and roof‐positioned blocks are especially vulnerable to slide.
Xiao Wang, Jinxiao Liu, Gaoshuo Zhang, Wenxin Li, Changdi He   +4 more
wiley   +1 more source

Strengthening urban resilience in China through underground infrastructures management: Addressing global climate challenges with technological solutions

Deep Underground Science and Engineering, EarlyView.
This paper explores how climate‐resilient technologies, such as smart grids, digital twins, and self‐healing materials, can enhance urban resilience. It highlights the urgent need for proactive planning, public‐private collaboration, and data‐driven innovation to future‐proof underground infrastructure amid accelerating climate and urban pressures ...
Kai Chen Goh, Tonni Agustiono Kurniawan, Christia Meidiana, Abdelkader Anouzla, Faissal Aziz, Imran Ali, Joan Cecilia C. Casila, M. Imran Khan, Dongdong Zhang, Meihui Jiang, Mohd Hafiz Dzarfan Othman, Md Munir Hayet Khan, Kasun Kumara Dissanayake   +12 more
wiley   +1 more source

Study on the composite fracture characteristics of filling and reinforcing cracked rock mass after high temperature damage

Deep Underground Science and Engineering, EarlyView.
Cement infill shares compressive and shear stresses during loading, while interfacial friction hinders crack propagation and reduces stress concentration, improving the rock's load‐bearing capacity. Failure modes vary with crack inclination. Unfilled specimens show four modes.
Shihao Yuan, Qiang Sun, Jianjun Hu, Liwei Zhang, Jishi Geng   +4 more
wiley   +1 more source

(P1-16) Local Health-Related Capacities in the Northern Haiti Post-Earthquake Response [PDF]

, 2011
Robert King, David Thomas, Sócrates Montas, P. Minn, D. Varda, Caroline Sasson, Siddik Ansari   +6 more
openalex   +1 more source

Numerical simulation study on the evolution of the temperature field and frozen wall in fractured rock mass

Deep Underground Science and Engineering, EarlyView.
The evolution of the temperature field and frozen wall under different fracture conditions was examined by an artificial ground freezing‐based thermal‐hydraulic coupled model. It was observed that fracture inclination affects the interaction extent of freezing pipes and fracture, while phase transition extent is the dominant factor for heat transfer in
Chenyi Zhang, Tingting Luo, Tao Zhang, Tao Han, Xiaodong Zhao, Haipeng Li, Yanfei Ma, Faxing Zhang, Madhusudhan Bangalore Narasimha Murthy, Weihao Yang   +9 more
wiley   +1 more source

Earthquake-resistant architecture: morphological response

Informes de la Construccion, 1994
En informes anteriores (1) y (2) planteamos la necesidad de desarrollar una Arquitectura Sismo-resistente, que posibilite la solución integral del problema sísmico de los edificios. Se establecieron los fundamentos, objetivos, principios básicos y metodología para deducir las pautas de compatibilización del diseño arquitectónico con el diseño ...
Giulani, Hugo, Rodríguez, Viginia
openaire   +1 more source

Preliminary Results on the Seismic Response of the Acropolis of Athens (Greece) through Recorded Earthquake Data and Numerical Simulations

, 2015
Carlo Cauzzi, I. Kalogeras, N. Melis, Marco Stupazzini, Ilario Mazzieri, John Clinton   +5 more
openalex   +2 more sources

Modeling and experimental validation of bolt–grout bond–slip behavior for deep underground excavation support

Deep Underground Science and Engineering, EarlyView.
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian, Xiaohui He, Kexue Wang, Yufei Wu, Guoxin Wang, Shaochen Zhang, Jun Yang   +6 more
wiley   +1 more source

Response Characteristics and Panel Failure Evaluation of Asphalt Concrete Faced Rockfill Dam Under Spatial Oblique Incidence of P Wave

工程科学与技术
The seismic wave incidence azimuth and oblique incidence angle significantly impact the seismic response results of asphalt concrete-faced rockfill dams.
Chuang LI, Zhiqiang SONG, Fei WANG
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