Diagrid: An innovative, sustainable, and efficient structural system
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[1] Wei Zhou,et al. Experiment and Analysis on X-Shaped Reinforced Concrete Joint in Diagrid Structures , 2013 .
[2] Ganesh Thiagarajan,et al. Parallelization strategies for element-by-element preconditioned conjugate gradient solver using high-performance Fortran for unstructured finite-element applications on linux clusters , 2002 .
[3] Hojjat Adeli,et al. Sustainable Infrastructure Systems and Environmentally-Conscious Design—A View for the Next Decade , 2002 .
[4] Young-Ho Lee,et al. Seismic Performance Evaluation of Diagrid System Buildings , 2012 .
[5] Yuting Ouyang,et al. Seismic Data‐Driven Identification of Linear Models for Building Structures Using Performance and Stabilizing Objectives , 2016, Comput. Aided Civ. Infrastructure Eng..
[6] Ren-Jye Dzeng,et al. An Activity‐Based Simulation Model for Assessing Function Space Assignment for Buildings: A Service Performance Perspective , 2015, Comput. Aided Civ. Infrastructure Eng..
[7] J. A. Díaz. Prestressing: technique and innovation in 1950–1975 architecture : J. Anaya Díaz , 2013 .
[8] Anis Yazidi,et al. A pattern recognition approach for peak prediction of electrical consumption , 2016, Integr. Comput. Aided Eng..
[9] Branislav Rehák,et al. Decentralized Networked Control of Building Structures , 2016, Comput. Aided Civ. Infrastructure Eng..
[10] M. Grigorian,et al. Plastic design of uniformly loaded rectangular diagonal grids on simple supports , 1976 .
[11] Eduardo José Solteiro Pires,et al. Wind farm distribution network optimization , 2016, Integr. Comput. Aided Eng..
[12] Giuseppe Brandonisio,et al. Design criteria for diagrid tall buildings: Stiffness versus strength , 2014 .
[13] Hojjat Adeli,et al. Efficient optimization of space trusses , 1986 .
[14] K. Karami,et al. Developing a Smart Structure Using Integrated Subspace‐Based Damage Detection and Semi‐Active Control , 2016, Comput. Aided Civ. Infrastructure Eng..
[15] A. Tashakori,et al. Optimum design of cold-formed steel space structures using neural dynamics model , 2002 .
[16] Kyoung Sun Moon,et al. Sustainable structural engineering strategies for tall buildings , 2008 .
[17] Jerome J. Connor,et al. Diagrid structural systems for tall buildings: characteristics and methodology for preliminary design , 2007 .
[18] Christian Schittich,et al. DETAIL engineering 2: Arup Building Design , 2013 .
[19] Isabel Praça,et al. Coalition of distributed generation units to Virtual Power Players - a game theory approach , 2015, Integr. Comput. Aided Eng..
[20] Hojjat Adeli,et al. Sustainable Building Design , 2014, Environmental Sustainability in Building Design and Construction.
[21] Soomi Shin,et al. Advanced high strength steel tube diagrid using TRIZ and nonlinear pushover analysis , 2014 .
[22] Fazhi He,et al. A hybrid optimization approach for sustainable process planning and scheduling , 2018, Integr. Comput. Aided Eng..
[23] Hojjat Adeli,et al. Cost optimization of composite floors using neural dynamics model , 2001 .
[24] Hojjat Adeli,et al. Cost Optimization of Concrete Structures , 1999 .
[25] Hojjat Adeli,et al. Distributed neural dynamics algorithms for optimization of large steel structures , 1997 .
[26] Franco Bontempi,et al. Ultimate Capacity of Diagrid Systems for Tall Buildings in Nominal Configuration and Damaged State , 2015 .
[27] Xiaolei Han,et al. Behavior of concrete-filled steel tubular planar intersecting connections under axial compression, Part 1: Experimental study , 2010 .
[28] N. Subramonian,et al. Analysis of simply supported uniform diagrids , 1970 .
[29] Yiqing Xiao,et al. Full-scale measurements of wind effects on Guangzhou West Tower , 2012 .
[30] Hojjat Adeli,et al. Sustainability in highrise building design and construction , 2016 .
[31] Hojjat Adeli,et al. Life‐cycle cost optimization of steel structures , 2002 .
[32] Giuseppe Brandonisio,et al. Secondary bracing systems for diagrid structures in tall buildings , 2014 .
[33] Marija Obradovic,et al. The pencil of the 4th and 3rd order surfaces obtained as a harmonic equivalent of the pencil of quadrics through a 4th order space curve of the 1st category , 2012 .
[34] Young-Ho Lee,et al. Progressive collapse resisting capacity of tube‐type structures , 2009 .
[35] Nicholas Fisco,et al. Smart structures: Part I—Active and semi-active control , 2011 .
[36] Nicholas Fisco,et al. Smart structures: Part II — Hybrid control systems and control strategies , 2011 .
[37] Feng Zhao,et al. Diagonal arrangements of diagrid tube structures for preliminary design , 2015 .
[38] Hojjat Adeli,et al. WIND-INDUCED MOTION CONTROL OF 76-STORY BENCHMARK BUILDING USING THE HYBRID DAMPER-TLCD SYSTEM , 2005 .
[39] Hojjat Adeli,et al. Tuned Mass Dampers , 2013 .
[40] Young Ju Kim,et al. Cyclic Behavior of Diagrid Nodes with H-Section Braces , 2010 .
[41] Giuseppe Brandonisio,et al. Diagrid structures for tall buildings: case studies and design considerations , 2014 .
[42] Hojjat Adeli,et al. Recent Advances on Vibration Control of Structures Under Dynamic Loading , 2013 .
[43] Meng Li,et al. Emission Mitigation via Longitudinal Control of Intelligent Vehicles in a Congested Platoon , 2015, Comput. Aided Civ. Infrastructure Eng..
[44] Hojjat Adeli,et al. Cost Optimization of Prestressed Concrete Bridges , 2005 .
[45] Jinkoo Kim,et al. Progressive collapse behavior of rotor-type diagrid buildings , 2012 .
[46] Gian Michele Calvi,et al. A Novel Seismic Design Strategy for Structures With Complex Geometry , 2010 .
[47] Dongkyu Lee,et al. Optimized topology extraction of steel-framed DiaGrid structure for tall buildings , 2010 .
[48] Hojjat Adeli,et al. Optimum cost design of reinforced concrete slabs using neural dynamics model , 2005, Eng. Appl. Artif. Intell..
[49] Ali Kheyroddin,et al. Progressive collapse assessment of new hexagrid structural system for tall buildings , 2014 .
[50] Hojjat Adeli,et al. Hybrid Control of Smart Structures Using a Novel Wavelet‐Based Algorithm , 2005 .
[51] Robert L. Reid. A Shade of Distinction , 2013 .
[52] Kamal C. Sarma. Fuzzy discrete multicriteria cost optimization of steel structures using genetic algorithm , 2000 .
[53] Yunfeng Zhang,et al. Seismic analysis of diagrid structural frames with shear-link fuse devices , 2013, Earthquake Engineering and Engineering Vibration.
[54] Ali Kheyroddin,et al. Proposing the hexagrid system as a new structural system for tall buildings , 2013 .
[55] Elena Mele,et al. Hexagrid – hexagonal tube structures for tall buildings: patterns, modeling, and design , 2015 .
[56] Wei Zhou,et al. Experiment and analysis on reinforced concrete spatial connection in diagrid tube , 2016 .
[57] Young Joong Kim,et al. Experimental investigation of the cyclic behavior of nodes in diagrid structures , 2011 .
[58] Touraj Taghikhany,et al. A Modified Sliding Mode Fault Tolerant Control for Large‐Scale Civil Infrastructure , 2016, Comput. Aided Civ. Infrastructure Eng..
[59] G. I. Giannakis,et al. Sense‐Think‐Act Framework for Intelligent Building Energy Management , 2016, Comput. Aided Civ. Infrastructure Eng..
[60] Kyoung Sun Moon,et al. Structural Developments in Tall Buildings: Current Trends and Future Prospects , 2007 .
[61] Yansheng Liu,et al. Diagrid tube structures composed of straight diagonals with gradually varying angles , 2012 .