Home / LIBRARY / ANNUAL OF UACEG / Vol. 54 (2021) / Issue 3

Issue 3

   

 
  • Wind Loads on Roofs on Circular Base

L. Zdravkov

(Full text PDF)

 

  • Pedestrian Bridge Above Nikola Mushanov Blvd. Condition of the Supporting Structure

N. Rangelov, L. Zdravkov

(Full text PDF)

 

  • Wind Loading on Stadium Roofs: An Overview

St. Raykov, Tzv. Georgiev, D. Dinev

(Full text PDF)

 

  • Comparison of Wind Load for Grandstand Cantilever Roofs Determined According to Different Design Codes

Tzv. Georgiev, St. Raykov, D. Dinevв

(Full text PDF)

 

  • CFD Estimation of Wind Loading on a Stadium Roof

D. Dinev, St. Raykov, Tzv. Georgiev

(Full text PDF)

 

  • Ordinance for Execution of Steel Structures. Essence, Necessity and Objectives

Tzv. Georgiev, St. Raykov, V. Georgiev

(Full text PDF)

 

  • Application of Nonlinear Analysis GMNIA for Assessment of an Irregular Steel Structureя

N. Rangelov, D. Dinev, G. Radoslavov

(Full text PDF)

 

  • Structural Condition of Vartopo Bridge in Sofia: Discussion and Recommendations

N. Rangelov

(Full text PDF)

 

  • Behaviour of Tall Chimneys with Steel Supporting Structure Under Wind Loading. Part 1: The Problem

St. Raykov, N. Rangelov, D. Dinev

(Full text PDF)

 

  • Behaviour of Tall Chimneys with Steel Supporting Structure Under Wind Action. Part 2: The Solution

St. Raykov, N. Rangelov, D. Dinevв

(Full text PDF)

 

  • Low and Ultra-Low-Cycle Fatigue of Steel Members

N. Arnaudov

(Full text PDF)

 

  • Two-Storey Concentrically Braced Frames with Braces Intersecting a Floor Beam. Specificities Concerning Seismic Designя

L. Raycheva, Tzv. Georgiev

(Full text PDF)

 

  • Fire Resistance of Rectangular Composite Steel and Concrete Columns with Fully Encased Steel H-Sections Subjected to Compression and Biaxial Bending and All Sided Fire Exposure by Interaction Procedure

B. Zaharieva-Gueorguieva, Hr. Neshevв

(Full text PDF)

 

  • Determining the Fire Resistance of Composite Steel and Concrete Columns with Fully Encased Steel H-Sections, Subjected to Compression and Uniaxial Bending and All Sided Fire Exposure, by the Method Based on Estimation of Curvature

Hr. Neshev

(Full text PDF)

 

  • Design of Roof and Wall Panels Through “Load” Tables

T. Georgiev, P. Baleva-Josifova

(Full text PDF)