Precast-Monolithic Reinforced Concrete Large-Span Shells of Unique Buildings from Enlarged Elements
The stress-strain state of precast monolithic reinforced concrete shells from enlarged elements taking into account the installation conditions. The results of experimental-theoretical studies of precast monolithic reinforced concrete shells of complex geometry assembled from enlarged elements are g...
Saved in:
| Main Author: | N. S. Razzakov |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2024-02-01
|
| Series: | Железобетонные конструкции |
| Subjects: | |
| Online Access: | https://www.g-b-k.ru/jour/article/view/45 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Seismic Resistance of Non-Linearly Deformable Large-Span Spatial Structures of Unique Buildings
by: Saidmaksud R. Razzakov
Published: (2023-10-01) -
Fatigue Flexural Performance of Short-Span Reinforced Concrete T-Beams Considering Overloading Effect
by: Chenxu Zhuang, et al.
Published: (2020-06-01) -
Nonlinear analysis of reinforced concrete shells and the compressive membrane action on bridge deck slabs
by: Beatriz da Costa Fernandes, et al.
Published: (2025-01-01) -
Integral Method for Determining the Stress State of an Anisotropic Reinforced Concrete Shell
by: Eugene M. Zveryaev
Published: (2023-10-01) -
"CYCLIST ON THE MARSH": LESSONS AND PROSPECTS OF THE LAST EU ENLARGEMENT
by: A. I. Tevdoy-Bourmouli
Published: (2013-08-01)