Logarithmic strain measure applied to the nonlinear positional formulation for space truss analysis

M Greco, IP Ferreira - Finite elements in analysis and design, 2009 - Elsevier
The logarithmic strain measure is used to obtain a consistent geometric nonlinear finite
element formulation to deal with large strains on space trusses. The formulation is based on …

Experimental and Numerical Analysis for Eccentricity Solution in Double-Layer Space Truss

W Vital, R Silva, LM Bezerra, CM Oliveira, CAS Freitas… - Buildings, 2024 - mdpi.com
This paper shows an extensive study on the Typical Connections used in Double-Layer
Space Truss. For this structural system, the ends of the bars are flattened to connect the …

Numerical analysis of truss systems with stiffened flattened end-bars

AA Mazon, A Sarmanho, G Nunes… - … American Journal of …, 2018 - SciELO Brasil
Circular hollow sections are usually used in long-span roof truss systems. One of the
typology for connecting elements in such structures involves the flattening of bar ends. This …

[PDF][PDF] Experimental analysis of space trusses with typical connections reinforced with steel and sisal-resin spacers

CAS Freitas, WV Silva, LM Bezerra, FFSM Júnior… - Adv. Steel …, 2019 - ascjournal.com
Space trusses are reticulate lightweight structures in 3D geometric pattern made of bars or
tubes interlocked at nodes. They are frequently made of steel tubes and used in the …

Mechanism of collapse of space trusses with steel hollow circular bars with flattened ends

ASC de Souza, RM Gonçalves - International Journal of …, 2005 - journals.sagepub.com
This paper presents the results of experimental analysis of space trusses using steel tubular
bars with flattened ends. The connections are formed by overlapped bars connected by …

Análise do projeto de estruturas metálicas espaciais: ênfase em coberturas

AN Souza - 2002 - teses.usp.br
As estruturas metálicas espaciais de cobertura apresentam aspectos diferenciados de
projeto. Existem diversos arranjos geométricos possíveis para estas estruturas, cuja escolha …

A strategy of numerical analysis of space truss connections with stamped bar ends

ASC Souza, RM Gonçalves… - … Journal of Space …, 2008 - journals.sagepub.com
This paper describes a strategy for numerical simulation using the Finite Elements Method to
analyze connections in steel space trusses composed of circular section bars with stamped …

Experimental Study on the Inelastic Behavior of Single-layer Latticed Dome with New Connection

MH Kim, MH Oh, SY Jung, SD Kim - Journal of Korean Society of …, 2009 - koreascience.kr
This study discusses the inelastic behavior of single-layer latticed dome, which consists of a
tubular truss member and newly proposed joint sections, through a loading test on a scaled …

새로운접합상세를가진단층래티스돔의비탄성거동에관한실험연구

김명한, 오명호, 정승열, 김상대 - 韓國鋼構造學會論文集, 2009 - kiss.kstudy.com
이 논문에서는 새롭게 제안된 접합부를 적용한 단층 래티스 돔의 비탄성 거동에 대해
실험적으로 분석하였다. 구조적인 성능과 시공성을 모두 만족시키기 위해서 제안된 새로운 …

[引用][C] 三角形截面空间格构斜腿刚架平面内整体稳定性能研究

张杨, 张耀春 - 工业建筑, 2005