中国水稻生产的时空动态分析

程勇翔, 王秀珍, 郭建平, 赵艳霞, 黄敬峰 - 中国农业科学, 2012 - chinaagrisci.com
[Objective] The trajectories of center of gravity rice acreage and production in China's north
and south regions and different rice systems were drawn respectively, the causes are …

The sensitivity of seismic response parameters to the uncertain modelling variables of masonry-infilled reinforced concrete frames

D Celarec, P Ricci, M Dolšek - Engineering Structures, 2012 - Elsevier
The sensitivity of the seismic response parameters to the uncertain modelling variables of
the infills and frame of four infilled reinforced concrete frames was investigated using a …

Probabilistic failure analysis of reinforced concrete beam-column sub-assemblage under column removal scenario

DC Feng, SC Xie, WN Deng, ZD Ding - Engineering Failure Analysis, 2019 - Elsevier
Column removal failure is a common failure type of reinforced concrete (RC) structures
subjected to progressive collapse. Thus, it is widely adopted to use the experimental …

Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse

D Rodríguez, E Brunesi, R Nascimbene - Engineering Structures, 2021 - Elsevier
Robustness is a key factor in the safety of structures and structural components or sub-
assemblies against progressive or disproportionate collapse, the latter term being classically …

Computational simulation of gravity-induced progressive collapse of steel-frame buildings: Current trends and future research needs

S El-Tawil, H Li, S Kunnath - Journal of Structural Engineering, 2014 - ascelibrary.org
The performance of building structures under abnormal loading conditions, such as blast
and impact, is of interest to researchers and engineers because of the possibility of …

A new dynamic increase factor for nonlinear static alternate path analysis of building frames against progressive collapse

M Liu - Engineering structures, 2013 - Elsevier
This paper presents a new empirical method for calculating the dynamic increase factor
(DIF) that is used to amplify the gravity loads on the affected bays of a building frame, when …

Performance limit states for progressive collapse analysis of reinforced concrete framed buildings

F Parisi, M Scalvenzi, E Brunesi - Structural Concrete, 2019 - Wiley Online Library
The definition of performance limit states for progressive collapse design and assessment of
civil structures is an open issue and deserves special attention in view of future building …

Prediction of land surface temperatures for surface urban heat island assessment over Chandigarh city using support vector regression model

A Mathew, S Sreekumar, S Khandelwal, R Kumar - Solar Energy, 2019 - Elsevier
Rapid urbanization is one of the primary reasons for changing the local climate, and there is
a high impact on the surrounding areas. Chandigarh is one of the fastest developing cities in …

Performance-based tsunami engineering methodology for risk assessment of structures

N Attary, VU Unnikrishnan, JW van de Lindt… - Engineering …, 2017 - Elsevier
Tsunamis are rare destructive phenomena caused by the sudden displacement of a large
amount of water in the ocean and can result in enormous losses to coastal communities. The …

Uncertainty and sensitivity analysis of reinforced concrete frame structures subjected to column loss

XH Yu, DG Lu, K Qian, B Li - Journal of Performance of Constructed …, 2017 - ascelibrary.org
In this study, the variability inherent in the performance of RC frame structures to bridge over
a column loss was investigated, considering the uncertainties existing in gravity loads …