Results 131 to 140 of about 22,159 (314)

Modelling of reinforced concrete slab deflections at service loading

, 1994
Includes bibliographical references.Deflection under service loading is an important aspect of reinforced concrete slab design. Under-design can cause large deflections which can be expensive to repair, if at all possible.
Boting, Antony John
core  

Effects of Wall‐to‐Floor Interactions on Seismic Response of Platform‐Type CLT Buildings

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Platform‐type cross‐laminated timber (CLT) buildings feature discontinuous wall segments supported by CLT floors. In practice, CLT floors are often treated as rigid diaphragm, yet the wall‐to‐floor interactions (WFIs) associated with flexibility of floors remain insufficiently investigated during seismic performance assessment.
Chaoyue Zhang, Yuxin Pan, Jiawei Chen, Huifeng Yang   +3 more
wiley   +1 more source

Experimental investigation on the effect of nano-silica on reinforced concrete Beam-column connection subjected to Cyclic Loading. [PDF]

Sci Rep, 2023
Shyamala G, Hemalatha B, Devarajan Y, Lakshmi C, Munuswamy DB, Kaliappan N.   +5 more
europepmc   +1 more source

Shear behavior of geopolymer concrete beams reinforced with glass fiber-reinforced polymer bars

, 2017
The shear behavior of geopolymer concrete beams reinforced with GFRP bars and stirrups was investigated. Six short beams with a shear-span-to-effective-depth ratio (a/d) of 1.8 were cast: one with no stirrups, three with different stirrup spacing, one ...
Benmokrane, B., Karunasena, W., Mendis, P., Manalo, A. C., Maranan, G. B.   +4 more
core   +1 more source

Empirical Model of Post‐Earthquake Restoration Time for Building Components Based on Data From the 2022 Fukushima‐ken Oki Earthquake in Japan

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Estimation of the time required for damaged building components to return to their pre‐earthquake conditions through repair is a critical element in assessing the seismic resilience of buildings, and it requires consideration of uncertainty.
Tomoaki Nishino, Takeshi Morii, Rie Okazawa, Hiroaki Notake, Aya Hada, Takahiro Matsui   +5 more
wiley   +1 more source

Research on an Optimized Evaluation Method of the Bearing Capacity of Reinforced Concrete Beam Based on the Bayesian Theory. [PDF]

Materials (Basel), 2023
Wang L, Xiao Z, Yu F, Li W, Fu N.
europepmc   +1 more source

Development of phenolic concrete mixes and structural behaviour of phenolic concrete components [PDF]

, 1991
This work relates to the development of a method of preparing a filled phenolic resin, for use particularly, but not exclusively, in building materials. The method includes mixing filler and micro-filler, a catalyst, resin and a hetrocyclic alcohol (i.e.
Shariatmadari, Ali Akbar, Shariatmadari, A.A   +1 more
core  

Repeatability and Parasitic Out‐of‐Plane Motion in Controlled Rocking Structures With Cylindrical Columns: Results From Triaxial Shake Table Tests

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Self‐centering rocking structures outperform conventional ones since they show zero post‐earthquake damage and excellent recentering; however, their applications remain limited due to concerns that rocking is extremely sensitive and nonrepeatable. This paper investigates the repeatability and parasitic out‐of‐plane motion of controlled rocking
Antonios A. Katsamakas
wiley   +1 more source

Machine learning models development for shear strength prediction of reinforced concrete beam: a comparative study. [PDF]

Sci Rep, 2023
Yaseen ZM.
europepmc   +1 more source

Discussion of Paper by Chin, Cheng, Lepage, and Lequesne

Earthquake Engineering &Structural Dynamics, EarlyView.
Prateek Shah, Santiago Pujol, Liam Pledger, Lucas Laughery   +3 more
wiley   +1 more source